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Imiesa April 2012 Edition
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IMESAIMESAThe official magazine of the Institute of Municipal Engineering of Southern Africa
SprayPave
INFRASTRUCTURE DEVELOPMENT • MAINTENANCE • SERVICE DELIVERY
Need we say more?
Winner of the 2011 PICA Non-professional writer of the year
HousingHolistic solutions
Mogale CityWWTW expansion
Insighte-Toll examination
I S S N 0 2 5 7 1 9 7 8 V o l u m e 3 7 N o . 4 • A p r i l 2 0 1 2 • R 4 0 . 0 0 ( i n c l V A T )
Peet Venter, product sales manager for Astec Equipment “The quality of our machines goes hand-in-hand with customer satisfaction.” p14
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IMIESA APRIL 2012 1
VOLUME 37 NO 4 APRIL 2012CONTENTS
16Road Road
defectsdefects
35Traffic Traffic
congestioncongestion
SprayPave is an innovative and fully integrated industry leader. Since its establishment over 30 years ago, it has become renowned for its dynamism and successful completion of a variety of exciting and chal-lenging contracts.
4318Sustainable Sustainable
housinghousingPiling Piling
challengechallenge
SASST65 No-Dig India Summit 2012
67 Popular pipeline technology
IMESA70 IMESA bursary student plans
his future
71 Reflections: A journey through IMESA
People and events72 An update on industry events
and appointments
Products and services73 Culverts for Sishen railway
73 Plug-in seals available
74 AfriSam now a level 2 BBBEE contributor
74 Skid steers and telescopic handlers
75 Valves for Qatar
75 New generation lubrication system
77 Pump range launched
77 PERI invests in SA
78 Shaping mobility
80 Fundamentals of concrete
80 Red-hot red dot design
81 Advanced composite cements
83 Bell welcomes Liebherr to the family
84 Drill rig with rollover feed system
Insight16 A bitter pill to swallow
Housing sustainability18 ‘Green Street’ retrofit
23 Towards greener infrastructure
Roads27 Low-cost machines for standard
applications
Mogale City35 Alleviating traffic congestion
36 WWTW expansion
39 Increasing load capacity
40 Integrated township development
41 Keeping up with water demand
Project news43 CFA piles address slippage
Panel discussion45 Introduction: quality road
construction
47 Fibertex South Africa: Rod Claus
49 Colas: Thierry Madelon
51 Jeffares & Green: Paul Olivier
53 C&CI: Bryan Perrie
55 Lafarge Industries: Reinhold Amtsbuchler
57 Much Asphalt: John Onraet
59 Zebra Surfacing: Jonathan Pearce
61 PPC: Steve Crosswell
63 Osborn: Peet Venter
Regulars3 Editor’s comment5 President’s comment
Cover article6 Covering the full road
construction value chain
Housing9 Gap market subsidies good
for some
Government perspective12 A good start to the year
Hot seat14 The quest for continuous
improvement
Domestic and Commercial
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IMIESA APRIL 2012 3
EDITOR'S COMMENT
Richard Jansen Van Vuuren
A change they say…
PUBLISHER Elizabeth ShortenEDITOR Richard Jansen van VuurenCREATIVE CHIEF EXECUTIVE Frédérick DantonSENIOR DESIGNER Hayley Moore MendelowSENIOR SUB-EDITOR Claire NozaicSUB-EDITOR Patience GumboCONTRIBUTORS Candice Landie, Tony Stone, Nick Alcock, Shian Saroop, Dhiren Allopi, Mike ButcherPRODUCTION MANAGER Antois-Leigh BotmaPRODUCTION COORDINATOR Jaqueline ModiseFINANCIAL MANAGER Andrew Lobban (ACIS, FCIBM)ADMINISTRATION Tonya HebentonDISTRIBUTION MANAGER Nomsa MasinaDISTRIBUTION COORDINATOR Asha PursothamSUBSCRIPTION SALES Nomsa MasinaPRINTERS United Litho Johannesburg +27 (0)11 402 0571___________________________________________________
ADVERTISING SALESJenny Miller Tel: +27 (0)11 467 6223___________________________________________________
PUBLISHER: MEDIA No. 4, 5th Avenue, Rivonia 2056PO Box 92026, Norwood 2117 Tel: +27 (0)11 233 2600 Fax: +27 (0)11 234 7274/5 E-mail: [email protected] www.3smedia.co.za
ANNUAL SUBSCRIPTION: R480.00 (INCL VAT) ISSN 0257 1978 IMIESA, Inst.MUNIC. ENG. S. AFR.© Copyright 2012. All rights reserved.___________________________________________________
IMESA CONTACTSIMESA Administration Officer: Ingrid BottonP O Box 2190, Westville, 3630Tel: +27 (0)31 266 3263Fax: +27 (0)31 266 5094Email: [email protected]: www.imesa.org.za
BORDER BRANCHSecretary: Melanie MatroosTel: +27 (0)43 705 2401Fax: +27 (0)43 743 5266E-mail: [email protected]
EAST CAPE BRANCHElsabé KoenTel: +27 (0)41 505 8005Fax: +27 (0)41 581 2300E-mail: [email protected]
KWAZULU-NATAL BRANCHSecretary: Rita ZaaymanTel: +27(0)31 311 6382
NORTHERN PROVINCE BRANCHSecretary: Cornel TaljaardTel: +27 (0)82 899 8341Fax: +27 (0)11 675 1324E-mail: [email protected]
SOUTHERN CAPE KAROO BRANCHSecretary: Henrietta OliverTel: +27(0)79 390 7536Fax: 086 536 3725E-mail: [email protected]
WESTERN CAPE BRANCHSecretary: Erica van JaarsveldTel: +27 (0)21 938 8455Fax: +27 (0)21 938 8457E-mail: [email protected]
FREE STATE AND NORTHERN CAPE BRANCHSecretary: Wilma Van Der WaltTel: +27(0)83 457 4362Fax: 086 628 0468E-mail: [email protected]
REST OF SOUTHERN AFRICARepresentative: Andre MullerE-mail: [email protected]
All material herein IMIESA is copyright protected and may not be reproduced either in whole or in part without the prior written permission of the publisher. The views of contributors do not necessarily reflect those of the Institute of Municipal Engineering of Southern Africa or the publishers.
Cover opportunityIn each issue, IMIESA offers advertisers the opportunity to get to the front of the line by placing a company, product or service on the front cover of the journal. Buying this position will afford the adver-tiser the cover story on pages and maximum exposure. For more information on cover bookings contact Jenny Miller on tel: +27 (0)11 467 6223.IMESA
Supporting
water services
IMESA
MEDIAThe official magazine of the Institute
of Municipal Engineering of Southern Africa
INFRASTRUCTURE DEVELOPMENT • MAINTENANCE • SERVICE DELIVERY
Winner of the 2011 PICA
Non-professional writer of the year
Buffalo City
Water supply
scheme
InsightDecision
dilemma the nnn tnninn p16ppppppp
I S S N 0 2 5 7 1 9 7 8 V o l u m e 3 7 N o . 3 • M a r c h 2 0 1 2 • R 4 0 . 0 0 ( i n c l V A T )
CAT RM300
ROTARY MIXER
Key to road projectKey to road project
WinneNon-p
NANCENANCE •
Michael Gibbon, CE, Bosch Holdings “We want to be recognised as a world class
engineering and operations group”
IMESAIMESA
EDDDIAIAMME
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dilemma
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I’M SURE IMIESA readers noticed that
our March edition looked subtly “differ-
ent”. You probably couldn’t pinpoint the
changes to our design and layout, but
that’s the point. Certain design elements have
been tweaked while other smaller ones have
been completely revised in a way to modernise
and keep our design identity aesthetically pleas-
ing to you.
On the front cover of our February edition we
featured our first “Hot Seat” interview. This
new aspect of IMIESA will be featured every
month as we believe the content is relevant and
newsworthy to you. Then
in March we rang in the
changes mentioned above.
Our page headers have
been redesigned, the mar-
gins have been increased
and we are using more pho-
tographs and illustrations
to make the page design
lighter and more reader
friendly. I’d to thank our
design team for the great
job they have done.
Regarding the content, we have made and
will continue to revise sections and features
in IMIESA. Last year we introduced a Panel
Discussion section where we analyse a topical
subject with industry experts. So far this year we
have we featured “Good cents for municipalities”
on page 61 of the January edition of IMIESA, in
the February edition “Integrated waste manage-
ment plans” was on page 67 and in the March
edition “The key to sustainable water resources”
on page 61. In this edition the Panel Discussion
conducted by contributor Candie Landie focuses
on “Quality road construction: concrete and bitu-
men” – a subject many in the road construction
and rehabilitation sector will find interesting due
the recent bitumen shortage.
In addition, last year we began publishing
Insight articles written by former IMIESA editor
Tony Stone.
With the public sentiment against e-tolling
reaching boiling point, Tony has taken a step
back from the aspects of the controversial open
road tolling plan and examines the construction
of a certain section of the N1 highway stretching
from Beyers Naude off-ramp to Rivonia. What he
found will surprise many. Tony’s Insight article is
on page 16 of this edition.
Plans for future editions include a new section
in IMIESA for public transport, low- and middle-
cost housing as well as
power reticulation (including
alternate power supply).
In this edition of IMIESA
we feature two articles in
our Housing Sustainability
section. The first, on page
18, outlines how 30 low-
income homes in Cato
Manor, Durban, were refur-
bished to be ‘green’ homes.
The project has been dubbed
the ‘Green Street’ retrofit
and involved the provision and installation of
solar water heaters, energy efficient lighting in
both the homes and the surrounding streets,
ceiling insulation, heat insulation cookers, rain-
water harvesting systems and food gardens.
The second article is a paper penned by
Shian Saroop, an associate at SSI Engineers
and Environmental Consultants, and Dr Dhiren
Allopi, associate director at Department of
Civil Engineering and Surveying, Faculty of
Engineering and the Built Environment: Durban
University of Technology.
Their paper examines the growing need to
for the coordination of design, sustainability,
economic and environmental requirements for
infrastructure projects.
Page 18: sustainable housing
24 - 26 October
In addition to informative extracts, delegates will experience:
• a broad selection of Exhibitors
• an exciting Technical Programme
• World Class Golf
• Unique Companions’ Programme
• Discounted Accommodation
The Southern Cape/Karoo Branch invites you to attend
the 2012 IMESA CONFERENCE | George
Book online TODAY to enjoy a dollop of Southern Cape Hospitality!
hosted at the Transnet Railway Museum, fascinating home of the Outeniqua Choo Choo
For information on exhibiting, sponsorship opportunities or general queries, contact the conference co-ordinator:Debbie Anderson on 031 266 3263 or via email: [email protected]
A N N U A L I M E S A C O N F E R E N C E
Book online TODAY!www.imesa.org.za
IMIESA APRIL 2012 5
THE NATIONAL PLANNING Commission
was established in 2009 and was man-
dated to draft a National Development
Plan, informed by the country’s
Constitution. The plan looks at where we want
to be as a nation in 20 years’ time and identified
higher growth and job creation as the solution
for reducing – and ultimately eradicating our
two national scourges of poverty and inequality.
In 2010, the government launched a New
Growth Path framework in which it identified
the most important job creation drivers as
infrastructure development, tourism, agriculture,
mining, manufacturing and the green economy. I
will be focusing on infrastructure development,
as this is an area where most IMESA members
can play a significant role.
President Zuma invited the nation “to join
government in a massive infrastructure develop-
ment drive”, building on the project management
expertise gained during the 2010 FIFA Soccer
World Cup. In the National Budget Review, the
Minister of Finance, Pravin Gordhan, dedicated
an entire chapter to infrastructure. The infra-
structure plan will be driven and overseen by the
Presidential Infrastructure Coordinating
Commission (PICC), which was estab-
lished in September 2011 and brings
together ministers, premiers and metro
mayors under the leadership of the
president and the deputy president. The
PICC has identified, clustered, sequenced and
prioritised a ‘pipeline’ of strategic integrated pro-
jects, five of which are geographically focused
programmes, while others are projects focusing
on health and basic education infrastructure,
information and communication technologies
and regional integration.
The five geographically focused projects in
particular provide major opportunities for IMESA
members. These projects are:
PRESIDENT ZUMA’S STATE OF THE NATION ADDRESS
How can IMESA contribute?This month, I will be looking at the State of the Nation Address (SONA) delivered by President Zuma – specifically at those aspects dealing with job creation through infrastructure development.
• The development and integration of rail, road
and water infrastructure around two main
areas in Limpopo: the Waterberg in the west-
ern part of the province and Steelpoort in
the eastern part. This will unlock the mineral
belt of coal, platinum, palladium, chrome and
other minerals, which will, in turn, facilitate
increased mining and the beneficiation of
minerals. In addition, rail transport will be
expanded in Mpumalanga, which
will connect coalfields to power
stations and provide a solution
to the breakdown of roads in
Mpumalanga caused by excess
freight. The eastern parts of
the North West province will
also benefit from the great-
er focus on infrastructure
connected to mining and
mineral beneficiation.
• The development of
a Durban-Free State-
Gauteng logistics and
industrial corridor, which
will connect the major eco-
nomic centres of Gauteng and Durban/Pinetown
with each other and improve export capac-
ity through KwaZulu-Natal’s sea-ports. Transnet
has announced a Market Demand Strategy,
which involves investing R300 billion in capital
projects over the next seven years; R200 billion
of this amount is destined for rail projects and
most of the remaining balance to projects in the
ports. Through the development of this corridor,
South Africa will be positioned as a regional
PRESIDENT'S COMMENT
trans-shipment hub for sub-Saharan Africa.
• The development of a major new south-east-
ern node to improve the industrial and agricul-
tural development and export capacity of the
Eastern Cape region; this will also expand the
province’s economic and logistics linkages
with the Northern Cape and KwaZulu-Natal.
A dam will be built in what was the former
Transkei area of the Eastern Cape, using the
Umzimvubu River as the source; this will help
expansion of agricultural production. The
implementation of the Mthatha revitalisa-
tion project (a presidential special project)
will continue, as well as the improve-
ment of water, sanitation, elec-
tricity, roads, human settle-
ments, airport development
and institutional and govern-
ance issues in the area.
• The expansion of the roll-
out of water, roads, rail and
electricity infrastructure in
the North West. Ten priority
roads will be upgraded.
• The improvement of infra-
structure along the west coast
of the country in order to unlock its
largely untapped potential. Plans
include the expansion of the iron-
ore rail line between Sishen in the
Northern Cape and Saldanha Bay
in the Western Cape, which will create large
numbers of jobs in both provinces.
The planning and implementation of all the
above key infrastructural projects will require
the input and expertise of the engineering
community, but we also need to find the right
balance between investing in new infrastructure
and spending on the management and main-
tenance of our assets to avoid disruption of
existing services.
We need to fi nd the balance between spending on new infrastructure and
on maintenance of our assets
6 IMIESA APRIL 2012
WATER AND WASTEWATER
Replicating successSprayPave is one of South Africa’s
leading manufacturers, suppliers
and applicators of bituminous road
binders and emulsions.
IN ITS QUEST to be the primary choice
for fulfilling all bituminous requirements
of the Southern African road construction
and waterproofing industries, the company
consistently supplies premium quality products,
professionally and reliably.
SprayPave is an innovative and fully integrated
industry leader. Since its establishment over 30
years ago, it has become renowned for its dyna-
mism and successful completion of a variety of
exciting and challenging contracts.
As a subsidiary of the Basil Read Holdings
group of companies, SprayPave forms an inte-
gral part of one of South Africa’s leading con-
struction companies. In 2006, Basil Read (Pty)
Ltd concluded a deal that would significantly
enhance the future capabilities of its roads
division when it acquired a controlling stake in
SprayPave, a strategic move that has proven to
have optimal results for both companies.
World-class manufacturingTo meet the high standards the company has
set for itself, all products are manufactured
at SprayPave’s world-class manufacturing facil-
ity located in Gauteng. In addition to its fully
calibrated weighbridge and a state-of-the-art
emulsion plant that facilitates the in-house pro-
duction of all anionic and cationic emulsions, it
is fully equipped to manufacture polymer modi-
fied binders (PMBs), as well as environmentally
friendly primes and pre-coats.
SprayPave’s drumming facility has been
designed to accurately fill the maximum num-
ber of drums in the shortest possible time.
Every pipe that makes up the product transport
system is colour-coded for easy identification.
The company also utilises an oil heating system
to ensure products are maintained at the ideal
temperature. The storage facility has a capac-
ity of over 500 000 ℓ, ensuring that sufficient
quantities of product are consistently and readily
available in order to facilitate the shortest turna-
round times possible.
Versatility and reachBy now it is a well-known fact that SprayPave
is continuously taking steps to secure its domi-
nance within the market, as seen with the
opening of its coastal branch in Botha’s Hill,
KwaZulu-Natal.
“Our ability to extend our reach through the
acquisition of our coastal branch has certainly
given us a competitive edge in our ability to sup-
ply a market that before was largely inaccessible
due to both price and time restrictions,” says
managing director, Steven Single.
Being in close proximity to two of South
Africa’s major oil refineries had already given
this little plant a substantial edge; however the
decision was made last year to give the facility a
complete upgrade that would be sure to engrave
SprayPave’s name firmly on the KwaZulu-Natal
market. To be relaunched mid-April, the facility
SprayPave
6 IMIESA APRIL 2012
COVER STORY
COVER STORY
will not only produce all of the world-class prod-
ucts that SprayPave has come to perfect, it
will also have the awe-inspiring aesthetics of
a proudly SprayPave plant. One addition that
is sure to please many of SprayPave Coastal’s
clients is its very own PMB plant that will allow it
to manufacture the very popular SE-1 and SE-2.
“In a region where the supply of PMBs has
been largely monopolised for some time, we are
extremely excited to offer the coastal market an
alternative option to procuring a very in-demand
product,” says Single.
“Furthermore, we are extremely proud of our
ability to not only replicate the impressive facil-
ity we have in Johannesburg but, through vision
and inspiration, take it one step further and
improve on it."
Extending its reach even further is the state-
of-the-art, mobile emulsion plant that allows
SprayPave to manufacture adequate quantities
of emulsion on distant sites for lengthy periods
of time, such as in Gobabis, Namibia, where it
has been situated for the past 15 months.
In addition, the company’s close association
with all refineries in Southern Africa enables it
to provide fit for purpose products to any des-
tination in Southern Africa. Using world-class
plant and equipment, SprayPave has the ability
to successfully take on any project regardless of
form or magnitude. From the smallest of rural
roads to the largest of national routes, no job is
too big or too small.
Last, but certainly not least, is SprayPave’s
pride: its ever-growing fleet of haulers and
world-class bitumen distributors. The company
currently has nine distributors, five of which are
powered by modern and sought-after Scanias,
and all are fitted with the technically advanced
Etnyre Spray-Bar system – the impressive site
of a red and white sprayer working on a road
construction site is becoming ever more com-
mon. Then there are the haulers, an indication
of SprayPave’s commitment to servicing their
valued clients as effectively as possible.
“Where many other companies focus primarily
on their distributors, they are forced to rely on
subcontracted haulers to transport their client’s
bulk products. Naturally this creates the need to
possibly charge less competitive haulage rates,
as well as opens the door to potential logistical
problems that are somewhat out of their con-
trol,” says Commercial Manager Phil Chirnside.
Operations manager Quentin de Ridder adds:
“Although we still make use of external haulers,
by not relying on them 100% we are able plan
more effectively and decrease lead times for
urgent deliveries. This also allows us to mitigate
any unforeseeable delays far more readily and
effectively”.
SprayPave’s current hauler fleet consists
of six vehicles dedicated to supplying cli-
ents, as well as distributors on site, and
two brand-new haulers that will be solely
dedicated to transporting bitumen from the
refinery to SprayPave’s manufacturing facility
in Alrode South, Johannesburg. These impres-
sive machines are powered by the latest R500
Scania horses and coupled with the most mod-
ern and technically advanced tankers. These
tanks have 34 000 ℓ capacities and come fitted
with EBS (electronic braking system), Weweler
air suspension and axle lifting device, as well
as a computer management system that com-
municates pertinent information to the cab
while in transit.
“We are very proud of these vehicles and
are confident that they will go a long way in
facilitating our requirements to achieve both
logistical optimisation as well as ‘market-
leading’ customer service and satisfaction,”
says De Ridder.
An enviable range of quality productsSprayPave has a wide range of bituminous
products with vari-
ous grades, but
some of its leading
products include:
• CAT60, 65 and 70: cationic emulsions with
60%, 65% and 70% binder content, as well
as diluted variants
• SS60: anionic emulsion with 60% binder
content, as well as its diluted variant SS30
• Opti-Prime: SprayPave’s very popular and
environmentally friendly cold prime
• SP1i: SprayPave’s invert cold prime
• Opti-Cote: SprayPave’s answer to quality and
effective pre-coating
• SE-1 and SE-2: effective and reliable polymer
modified binders
• SC-E1 and SC-E2: effective and reliable modi-
fied emulsions.
Over and above these manufacturing products,
SprayPave also supplies all-penetration grade
and cutback bitumen.
“All these products are manufactured accord-
ing to very specific industry specifications, but
what sets us apart from our competitors are
our extremely high standards and exceptional
housekeeping,” says Chirnside.
“We are very proud of SprayPave’s growth, as
well as extremely impressed with the innovative
IMIESA APRIL 2012 7IMIESAIMIESA offers advertisers an ideal platform to ensure maximum exposure of their brand. Companies are offers advertisers an ideal platform to ensure maximum exposure of their brand. Companies are afforded the opportunity of publishing a two-page cover story and a cover picture to promote their products afforded the opportunity of publishing a two-page cover story and a cover picture to promote their products to an appropriate audience. to an appropriate audience. Please call Jenny Miller on +27(0)11 467 6223 to secure your booking.Please call Jenny Miller on +27(0)11 467 6223 to secure your booking.
The state-of-the-art, mobile emulsion plant allows SprayPave to manufacture adequate quantities of emulsion on distant sites for lengthy periods of time
SprayPave Tel: +27 (0)11 868 5451 • www.spraypave.co.za
Above A glimpse of the upgraded emulsion plant at SprayPave CoastalOpposite page Not just a name, but a brand to be proud of
IME
SA
AFF
ILIA
TE M
EM
BE
RS
ABS [email protected] [email protected] Broom Road Products [email protected] Arup SA [email protected] [email protected] Group Africa [email protected] Consulting Engineers [email protected] Consulting [email protected] Bosch Stemele [email protected] Bosch Munitech [email protected] Consulting Engineers [email protected] Consulting Engineers [email protected] Consulting Engineers [email protected] Civil & Blasting Solutions [email protected] Manufacturers [email protected] Built Environment [email protected] Lynn & Partners [email protected] Bank of SA [email protected] Plastics [email protected] Engineers [email protected] Kent Metering [email protected] Waste Management [email protected] [email protected] Consulting [email protected] [email protected] SA [email protected] Technology [email protected] Enterprises [email protected]@Consulting [email protected] Consulting [email protected] [email protected] and Green [email protected] Water [email protected] Consulting [email protected] Base [email protected]
KV3 Engineers [email protected]
Lektratek Water [email protected]
Makhaotse Narasimulu & Associates [email protected]
Maragela Consulting Engineers [email protected]
Much Asphalt [email protected]
Nyeleti Consulting [email protected]
Odour Engineering Systems [email protected]
Power Construction [email protected]
Pumptron [email protected]
Pragma Africa [email protected]
Rocla [email protected]
SBS Water Systems [email protected]
Sektor Consulting [email protected]
Sight Lines Pipe Survery Services [email protected]
SiVEST SA [email protected]
SNA Inc [email protected]
Siza Water Company [email protected]
SRK Consulting [email protected]
Syntell [email protected]
Thm Engineers East London [email protected]
TPA Consulting [email protected]
UWP Consulting [email protected]
Vela VKE [email protected]
WSP Group Africa [email protected]
WSSA [email protected]
Zebra Surfacing [email protected]
IMESAIMESA
IMIESA APRIL 2012 9
HOUSING
I WELCOME THE government’s initiative to
provide a housing subsidy of up to R83 000
for people earning between R3 501 and
R15 000 a month, so that they may be able
to buy a property.
I have been calling for years for measures to
assist the people in the so-called gap market to
become land and home owners, for these are
the hard-working people, often nurses, teach-
ers and policemen, who are able to contribute
towards our economy and pay for services, yet
find it difficult to afford a house. However, the
subsidy will need to be drawn from the Western
Cape government’s budget allocation and we will
not be given any extra funding for this.
As such, the amount of subsidies we will
be able to offer will be limited and offered
on a first come, first served basis. I would
Gap market subsidies good for some
welcome an increase in the Western Cape
Human Settlements budget in order to better
serve the gap market.
The statement of R83 000 for everyone must
be clarified. Those earning R3 501 per month
will qualify for the full subsidy of R83 000,
which will be decreased on a sliding scale as
the income of the applicant increases, with the
possible result of those earning R15 000 receiv-
ing around R4 000.
My view is that through stabilising the property
market and transferring assets into the hands of
more people who can pay for and maintain these
HOUSING FINANCE
assets, and lowering the costs of their mortgag-
es, we will avoid a financial crisis bought upon
by the collapse of the middle-income property
market, as was recently seen in the sub-prime
mortgage crisis in the Unites States.
As such, I would like to see a much greater
amount made available for this fund, so that the
hundreds of thousands of earners in this cate-
gory in our province can be assisted and people
can be quickly empowered with asset ownership.
I also welcome the president’s initiative to
provide a R1 billion fund to help people with poor
credit history get mortgage approvals. However,
I doubt that the program will begin in April,
because in order to implement this program, we
need to be ready with the policy and administra-
tive structures to implement the initiative and as
of yet, we have received no clarity or guidance
from the National Housing Fund Corporation
The subsidy specified within the National Budget to help people earning between R3 501 and R15 000 a month will not benefit everyone, only a limited few – and on a first come, first served basis.
We have received no clarity or guidance from the National Housing Fund regarding implementation
The Department of Human Settlements has a massive housing backlog that it needs to address
Municipal Engineering in a Changing Environment• Political and Legislation
• Ecological / Environmental
• Financial
• Transport and Traffic
• Water and Sanitation
• Roads and Storm Water
Submissions by 31 May 2012 to Harold [email protected]
The Southern Cape/Karoo Branch hereby issues
THE CALL FORPAPERS 2012
24 - 26 October 2012
G E O R G E
031 2663263
IMIESA APRIL 2012 11
regarding implementation. The sooner we clar-
ify this, the better as this will raise unrealistic
expectations from the public.
I visited several municipalities earlier this
year to ensure the accelerated delivery of hous-
ing opportunities to the people who most need
them, with a strategic focus on the provision
of basic services. I am very concerned about
the slow pace of housing delivery at the
municipal level and am committed to visiting
and working with the municipalities to ensure
effective delivery in this regard. The munici-
palities to be visited are Oudsthoorn, Bitou,
George, Mossel Bay, Swartland, Breede Valley,
Drakenstein and Stellenbosch.
The department is on track to spend 100 % of
its budget of R1.638 billion by the end of this
financial year and has approved and allocated
funding to municipalities to implement their
housing plans. The department has a target
of delivering 12 652 houses and is on track to
deliver 12 050, or 95%, of the houses. However,
it also has a target of delivering 13 059 serviced
sites, yet with the current rate of delivery, only
8 555 sites will be completed.
Housing delivery is interdependent on efficient
and well-functioning municipalities, which submit
their housing plans to the provincial government
for approval and funding, and upon approval,
are expected to implement their housing plans
with immediate effect. The department has
an oversight role to ensure that the sites and
houses are delivered, whereas local govern-
ment, or municipalities, are responsible for the
on-the-ground work.
Reasons for lack of housing delivery at a
municipal level include lack of professional
capacity and poor forward planning of housing
needs. My department has recently created
Professional Resource Teams, consisting of
professional personnel, to assist municipalities
in the planning and technical aspects of hous-
ing delivery.
The department is also placing a greater
emphasis on project pipelines so that if any
housing projects become blocked or stalled,
there are back-up projects ready to go. These
interventions will ensure the accelerated deliv-
ery of housing opportunities. It is expected
that through ministerial intervention, housing
delivery can be accelerated and the targets can
be met.
Right An ambitious plan to eradicate all informal settlements by 2014 is realistically not going to be accomplished
Below Reasons for lack of housing delivery at a municipal level include lack of professional capacity and poor forward planning of housing needs
MPUMALANGA’S LONG-TERM MASTER PLAN
Extensive consultations on the development of a long-term Human Settlements Master Plan are under way at the three districts in Mpumalanga. The consultation of municipalities is
aimed at obtaining information on the state of human settlements delivery, backlog and plans for consolidation to deliver improved human settlements in the province.
The consultations form part of the resolution of the recently held Human Settlements Indaba at Nkangala municipal offices. The plan is envisaged to assist in the development of sustainable human settlements and the development of a multi-year master plan.
The department is responsible for promoting sustainable integrated and supporting municipalities to optimally deliver improved quality of household life. The indaba, held under the theme ‘From Housing to Human Settlements’, was aimed at sharing ideas on how to deliver on the redefined mandate.
The broadened order requires the department to deliver not only houses, but engage all social partners to provide the required social amenities that qualifies a human settlement. In order to meet these objectives, the department has to take on board all municipalities, professional structures and institutions within the built environment.
The envisaged master-plan will have to assist the department not only to deliver houses, but involves other services such as schools, clinics, water, sanitation, roads and other infrastructure. The department is requesting all municipalities to provide information which include:• Land audit report: to assist in checking availability of land that can be developed to replace
informal settlements, develop rental stock and promote mixed-income grouping covering low- and middle-income earners and other challenges on land issue.
• Availability of social amenities: a critical element of an adequate shelter in access to basic services such as: community halls, child care centres and other such services.
• Spatial development framework: promotion of local development, economic opportunities in the municipalities.
The objectives of these consultations are expected to give a sense of current human settlements delivery status for proper for Human Settlements development and in accelerating delivery of housing opportunities. The first phase of the engagements took place between 10 and 20 January 2012 and the second round was concluded in February 2012.
HOUSING
12 IMIESA APRIL 20121121212121212121111121221221212122122222122222222112121121121111112112212121222222222211212121212111111221221221222212222211112111112121222121212222222212111121212121212122222212111211111112121222222222121111112111112122112222222222221111112111112122121222222222211211222222222222112111212222222222111111222212222221121122122222211212121222111121122121222111111222122211121222111121222211111121111221212212111222111211221112221121221121211122211111122221111221111221222111 IMIIIMIIIIIMIMMMMMMMMMMMMMMIMIIMMIMIMMMMMMMMMMMIMIMMMMMIMMMMMMIMMIMMMMMMMIIMIMMMMIMIMIMMMMMMMIIMMMMMMMMMMMIIMMMIIMMMIIIMMMMIMMIMMMIIMIMIMMMMIMMMIMMMMMMMMMMIMMIMIMMMMMMMMMMMMMIMMIMMMMMIMMMMIMMIEIESIEIESEEEESEESEEESIEIEESESESIESSESSSESESEI SIEEEIEEESSESESESSSSESIEESEEIEEEEEEEIESESIESESSSSESIESESIESEESEEEEEEESIEIESIESESSIESIESESSIESESIESEIEEIEEEEEEEEIEESESIESSIESSSESESEEEESIEEEESSSIESSIEEEESESEEESIIEIEIEIESEEEIESIESEEEEEEEEESSSSIIEEEEEESEESSSESSIIEEESEEEEEESESESSESIEEEEEEESSIEEEEEEESESESEEESEEESIESEEEEEESESIEEEESIESESEEEESESSEEEESIESSSSIESIESEEEEESEEESSESESEESIEESSSSESSII SSSSSIESSSIESSSAAAA AAAAA AA AA AA AA AA AAAAAAAAA AA AAAAA AA AA AA AAAAAA AAAAAAA AA AA AAAAA A AAA AAAAAAAA AAA AAA A AA AAAA AA AAA AAAAA AA AAA AAAA AAAAAAA AAAAAAA AA AAAA AAAAAAAAAAAAAAA AA AAAA AA AA AAAAAAAAA AA AAAAAA AAAAAAAA AAAAA AAAAA AA AAAAAA AAAAAAAAAAA AAAAA AAAAAAAAAAA A AAAAAAA AAAAAA AAAA AAAAAAAAAAAA AAAAAA PRPRPRPRPRPRIPPRPRRIRRPRPRPRPRRRRIPPRPRPRRRPRPRPRPRRIRIRIIPPPRPRPRPPRRIRPRPRPPRRRRIIIPRPRRRIIPRPRRRIIPRPRRRRRIIRRRRRRIIPRRRRRRRRIIPRPRRRRRIIIPRRRRRRRRRIIIPRPRPRRRRRRIIIPRPRRRRRRIIIPPPRRRRRRRRIIPRRRRIIIPRRRIIIRRRIIIRRRIIIIIIIIIIIIPRP IIIPP ILLLL 2LLLL L 2L 2L 2L 2222222222222222LLLLLLLLLL 2L 22222222LLLL 2L 2LLLLLLL 22L 22L 2L 22222LLL 2LLL 2L L 2L 2L 2LL 2LLL 2L L 2222222LL 2L 2LLLLLL 2L 22L 2L 2222L 2LL 2L 2L LLLLL 2LL 2L 2LLL 2L 2LLL 2L 2222222L 22222222LLLLL 2LLLLL 2L L 22L 2L 2LLLLLLLLLL LL L 2L 2L 2222L 2L 2LLL 2LL 2L 2L 222L 2LLLLLLL 2L 2L 222LLL 22LLL 2L 222LLLLLL 222222LLLL 222LLLLLLLL 2222LL 2LLLLL 2222222L 2LLLL 2LL 222L 222LLLLLL 222222222LLLLLLLL 222222222LLL 2222222LLLLL 2 L 222222LLLL 222222201201012012012012010000120120100111110120122012120120122012012000010120120000101001111110101201201201201201201012012000000012012120111110120120120120121201200000010120121101012012012000000001012120120121010112012012001200001201011101200120000000001212012012121010001200000011012012011012012000010120012012010112012012012012012222000000120012012112121201010122212122220000001012111112201201212012012000100011101222221201222012201200012111112222220122201200000001112012220122220120000000012000001122221200100120 2220120001100120000112001110000120000011111220000011222
GOVERNMENT PERSPECTIVE
THE R3,5 BILLION mixed housing
project will produce 12 000 houses
over the medium- to long term and is
a par tnership between the National
Department of Human Settlements, its pro-
vincial counterpar t, the Department of Energy,
ABSA and the eMalahleni Local Municipality.
“My job is to follow the money,” Sexwale told
those present.
“Please make sure that you report any kind
of corruption that takes place because it is
the poor whose dignity gets eroded when such
activities occur.”
Mpumalanga MEC for Human Settlements
Siphosezwe Masango appealed to the more
than 400 beneficiaries not to sell their
houses and then go back and register in
HUMAN SETTLEMENTS
A good start to the year Corruption robs the poor of their dignity, Minister of Human Settlements Tokyo Sexwale stated at the recent launch of Klarinet Integrated Housing Project.
the housing queue in the squatter camps,
which creates problems for government.
The Klarinet Integrated Housing Project will
comprise of more than 11 969 housing units
that include 5 699 subsidised housing units,
2 322 institutional housing units and 3 948
bonded units. The settlement will also have
a clinic, schools and a library, among other
facilities. eMalahleni Local Municipality execu-
tive mayor Salome Sithole said Witbank was
experiencing an economic boom and this was
putting pressure on the city’s housing pro-
gramme as it had to find shelter for the people
flocking to the city in search of opportunities.
“Our municipality has to star t planning for
another new city because the construction
of the Kusile power station is going to add
pressure on our housing and infrastructure
development programme,” said Sithole.
General manager for ABSA Development
Company Luthando Vuthula told the gathering
that the bank was committed in par tnering
with government to contribute in the devel-
opment of the country. “We don’t intend
to deliver just houses. We want to build
schools, clinics and other social amenities to
create sustainable human settle-
ments,” explained Vuthula.
Sexwale previously stated that
the primary aim of his department
is to deracialise South African
urban areas and create new ones.
This was said at the Leadership
Development Programme, which is
offered by the University of Cape Town (UCT) for
the executive mayors and municipal managers
of the country’s metropolitan municipalities.
“That is what we are doing here, it’s a huge
“Government has a responsibility to provide human settlements as much as tenants have a responsibility to pay rent” Tokyo Sexwale Minister of Human Settlements
The Department of Human Settlements has adopted a more holistic approach to the provision of housing
IMIESA APRIL 2012 13
GOVERNMENT PERSPECTIVE
for DOHSrectification of what we call the correction of
the apartheid spatial development waste,” he
told the local government leadership.
President Jacob Zuma’s announcement of a
massive infrastructure programme, announced
during the State of the Nation Address in
February, provides an opportunity to build
new towns and cities that will not have town-
ships, but rather integrated and sustainable
human settlements.
Sexwale said it did not make sense to
recognise the Western Cape area of
Franschhoek with 3 000 houses as a town,
while Cornubia in KwaZulu-Natal, with over
50 000 houses, was not. The countr y’s
massive infrastructure project is breaking
new ground, especially in the mineral belt
of Limpopo where massive investments are
to be seen in roads, railway, telecommunica-
tions and massive electrification programme.
“That is going to bring a new impetus to the
economy and new cities are going to come up.
The first one we identified is Lephalale. It’s a
new city and it’s going to be a city without a
township,” said Sexwale.
Turning to the UCT pro-
gramme, he said it offered
an important opportunity for
the senior leadership teams
in each city to grapple with
the socioeconomic challeng-
es facing the country. “One
of the things I would like to
urge, perhaps coming from
this gathering, is to join up
what we proposed as human
settlements to the Treasury and the Auditor-
General with courses in basic management for
those who get elected at local level.
“Our leadership has to have basic skills in
management, in how projects come about
and budgeting. It’s all about costs account-
ing. People have got to learn some basics
and acquire skills on cost accounting, cost
control, cost containment and cost reduction,”
said Sexwale.
He also believes the provision of medium- to
high-density housing projects is one of the
main solutions in dealing with the management
of spatial integration in urban areas.
At the launch of the Southernwood Square
Social Housing project in East London he stat-
ed that: “For us to make a difference in the
lives of people who fall within the GAP market
(those who earn too much to qualify for free
government subsidy, but also earn too little to
apply for housing finance from banks) we need
to have more of these projects.”
The project is spearheaded by the
Department of Human Settlements and is
managed by one of its housing entities, the
Social Housing Regulatory Authority (SHRA),
and is par tly funded by the National Housing
Finance Corporation (NHFC).
“Our mandate is to approve spaces with dig-
nity where people can feel safe and thrive. We
are afforded this function through an annual
capital grant that we receive from the Minister
of Human Settlements,” said SHRA chairper-
son Zhora Ibrahim.
This was echoed by Samson Moraba, the
CEO of the NHFC. “Affordability is key in these
establishments; our mandate is to ensure
that we fund the best possible projects that
will allow people to live in areas where they
can be productive. We are under the watchful
eye of the minister to deliver more projects of
this nature.”
Sexwale also touched on the State of
the Nation Address in reference to Mzukisi
Mali, a resident of Grahamstown and a pub-
lic servant, who was looking for a home.
“There are many Mali’s in our midst that feel
left out because they earn too little to qualify
for a bank mortgage loan and too much to get
a government-subsidised house. We are saying
to them that projects like these are for you. We
want you to know you deserve homes just like
the rest of South Africans,” said Sexwale.
During the launch, some residents dem-
onstrated their dissatisfaction on what they
called structural defects of some units.
Sexwale addressed this group explaining that
they had a right to voice their dissatisfaction.
“Clients must be satisfied. That is why we are
here, to listen and find out how they feel about
this development. You must also highlight the
positives, you must tell us about the good
things that are happening here as well.”
Sexwale also encouraged tenants to pay rent
for their units.
“Things don’t come for free. People must
keep paying rent. Government has a respon-
sibility to provide human settlements as much
as tenants have a responsibility to pay rent,”
he said.
Southernwood Square consists of 57 bach-
elor flats, 78 one-bedroom flats and 114
two-bedroom flats. The project caters for
households earning between R2 500 to
R7 500 per month. During construction, 140
jobs were created and 90 of these were from
the local community.
“Affordability is key. Our mandate is to ensure that we fund the best possible projects” Samson Moraba,
CEO of the National Housing
Finance Corporation
Top For government to make a difference in the lives of people who fall within the GAP market, more projects such as the Southernwood Square Social Housing project need to come on line
Above It is almost impossible to separate politics from the provision of housing
14 IMIESA APRIL 2012
HOT SEAT
TRENCHLESS TECHNOLOGY – REINFORCED DRILL STRENGTH
Osborn’s quest for continuous Osborn’s line-up of EarthPro horizontal directional drills (HDDs) offers reliable design, proven performance and serious security – and a whole lot more. Candice Landie chats to Osborn’s product sales manager for Astec Equipment, Peet Venter, on what makes this range tough as nails.
FOUNDED IN 1972, the vision of Astec Industries back then
was the same as it is today: apply creative thinking and state-
of-the-ar t technology with a strong emphasis on customer
service excellence.
It is through these principles that the Astec Industries group of com-
panies has become synonymous with the manufacture of renowned
equipment in the asphalt road building, aggregate processing and pipe-
line and utility trenching industries in the United States (US). Osborn, a
member of Astec Industries and the official dealer of American Augers’
HDDs in South Africa, applies the same exceptional level of commit-
ment to its local customers. Manufacturing operations are handled at
its head office in Elandsfontein, Gauteng, and the company boasts a
comprehensive distribution network with sales staff working out of well-
established branches in Cape Town, Durban and Witbank. Fur ther coun-
trywide and international distribution is handled by agents in Zimbabwe,
Zambia, Namibia and Ghana.
The DD-10 HDD at the Osborn Open Day in November last year
IMIESA APRIL 2012 15
HOT SEAT
For more information, contact Peet Venter on +27(0)11 820 7600 or e-mail: [email protected] .
improvementWith regard to the American Augers line of underground construction equipment, what products are available from Osborn, and can you provide a brief overview of each one?PV All American Augers are man-
ufactured in the US and imported
to South Africa. Included in the
local range are:
• Auger boring machines, which
boast an enormous range of
thrust, torque and horsepower
to meet the demands of a
tough environment
• Maxi-rig HDDs – track machines
or trailer skid mounted configu-
rations; each drill is designed
with maximum horsepower for
an increased working life
• Mid-size HDDs – self-contained
drilling systems with a guar-
antee on performance and
durability for the toughest
trenchless jobs
• Oil and gas drilling rigs – a
vertically launched HDD,
namely the rack and pinion
designed VR-500
• Mud pump and cleaning sys-
tems – designed for jobs of
every size and includes stand-
alone mud pumps that can be
used to power the biggest
mud motor.
The Astec EarthPro C Series HDD represents commitment to quality and customer satisfaction. Has the company placed a guarantee or stamp of approval to substantiate this commitment?Yes, we have. Astec’s EarthPro
HDDs now come standard with the
Astec 357 Protection Plan. This
means that all new machines carry
a three-year warranty on workman-
ship, a five-year warranty on the
engine and a seven-year warranty
on the rack. As the protection plan
is a standard feature, there is no
additional cost to the client. This
is just one of the many ways that
Astec shows its commitment to
serving our customers, as well as
the belief in our equipment.
How important is quality control at Astec and what protocols are followed before a machine is delivered to the client?The quality of our machines goes
hand-in-hand with customer sat-
isfaction and it is therefore an
extremely important aspect to us.
Astec engineers regularly respond
to customer feedback and we are
always looking for new ways to
increase the durability, reliability,
performance and ergonomics of
our machines, such as by adding
grease fittings and pivot points
to enhance durability and per-
formance. Part of this quest for
continuous improvement includes
the sourcing of more reliable com-
ponents and the strengthening of
frames and hardware. Additional
checks and balances have been
added to the quality control pro-
cedure and, as a final step before
shipping, every machine undergoes
an intensive 37-point final check to
ensure that all areas meet certified
quality standards. This check cov-
ers everything from fluid levels and
hardware to systems verifications
and safety equipment.
What are the smaller compact models
introduced to the Astec EarthPro C Series HDD range?The smaller models, which were
introduced in 2004, kicked
off with the DD-3238 machine
and now include five models
ranging in thrust/pullback vari-
ants. These are the DD-65 Mini
Max, DD-1416, DD-2024 and
DD-3238. The DD-4045 is a new
design that boasts impressive
features, including a maximum
thrust/pullback of 18.14 t, a
rotary torque of 6 101 Nm,
cruise control, LCD multi-function
operating screen, a quad rack
and pinion carriage drive, and
the ability to carry 158.5 m of
drill pipe.
What are some of the impressive features that a client can enjoy on an American Auger HDD?As mentioned earlier, mechani-
cal and technological excellence
comes standard across all our
products, but the DD-10 HDD
also offers a state-of-the-art
operator’s cabin. The cabin is
climate controlled and features
a microprocessor con-
trol system, mud pres-
sure gauge, digital
mud flow meter and
rotary tachometer,
pressure control for
rotary/thrust, vari-
able rotary speed and
ergonomic joystick.
The quick disconnect
anchor plate on this
model allows for multiple drilling
angles while the Quiet Pak sys-
tem is the latest in
noise reduction.
DID YOU KNOW?American Augers • is committed to manufacturing
equipment that helps to preserve the sanctity of the global environment and has done so by reducing noise and/or emissions outputs. This emphasises the fact that its trenchless technology equipment requires little or no open cutting, which has very minimal impacts on natural surfaces, features or habitats.
• was the first HDD manufacturer to eliminate chains and utilise a rack and pinion carriage design, which is now the industry standard. The rack and pinion drive provides smoother carriage movement, more precise operating control, long system life and no complicated parts.
“Every machine undergoes an intensive 37-point fi nal check to ensure that all areas meet certifi ed quality standards” Peet Venter
INSIGHT
ROAD WARPING
A bitter pill to swallowSouth Africans, already taxed to the extreme, are furious. With widespread fraud and corruption in the public sector and price collusion in the private sector, anger is growing. e-Tolls have simply added fuel to the fire.
16 IMIESA APRIL 2012
IN AUGUST last year it was widely reported in the press that stretches
of Johannesburg’s ring road freeway system, part of the Gauteng
Freeway Improvement Project (GFIP), was showing signs of defects,
especially the N1, north and south, between the 14th Avenue and
Rivonia interchanges.
Defects in the road construct In two spots along the north-bound N1, patches of asphalt on the left
shoulder had been stripped off right down to the old concrete road surface
by passing traffic. These have since been repaired. JJE Liebenberg, Dennis
Rossmann and Enrico Fletcher, in their paper “Asphalt mix design and
construction, a selection of possible pitfalls”, state that stripping occurs
when the bitumen loses its adhesion to aggregates in the asphalt mix or
the base course.
Shoving, as it is technically referred to, or warping as it was widely
reported in the media during August last year, has turned usually straight
yellow lines into squiggly yellow lines for varying distances along a 12 km
stretch. Sizeable wave-like deformations (corrugations) in the asphalt make
it a bumpy ride, especially at 120 km/h. Shoving is caused by instability in
the asphalt layers when the mixture is too rich in asphalt, has too high a pro-
portion of fine aggregate, has coarse or fine aggregate that is too rounded
or too smooth-textured, or has asphalt cement that is too soft. Corrugations
and shoving may also be caused by excessive moisture, contamination
caused by oil spillage or lack of curing time between placing seal treatments.
Along the N1 north and south there are patches of bleeding. As one
passes the Malibongwe Interchange and approaches the William Nicol
Interchange it becomes quite visible. This distress is caused by excess
asphalt in the surface layer. Other contributing factors include insufficient
or excess covering stone, lack of proper rolling during placement or failure
to protect a newly constructed surface from traffic until the asphalt has
cured sufficiently.
Fixing the problemsAs reported in The Star, a road engineer, who wished to remain anony-
mous, said that rectifying the problem would need much more work than
the South African National Roads Agency (SANRAL) had indicated and that
was being done. “The road is a big disaster. It’s over long sections and fix-
ing this problem will be more expensive than if it had been done it properly
in the first place. They are going to have to cut out and redo large sections
of the road.” This has already been done along the inside lane, straddling
the emergency lane, for a short distance on the N1 north-bound approach
to the Rivonia Interchange. These repairs were down to the base course
level; similar repairs will be needed elsewhere.
An angry publicDespite not knowing what the technical reasons for these defects are,
motorists nonetheless realise that something is wrong. Usually problems
like these would not concern motorists, but because GFIP is to be sub-
jected to tolling, and unreasonably so, the problem has added to the furore
raging around the e-toll plans. Motorists feel they are being ripped off.
Gauteng freeway tolling will go ahead in April this year, but at lower tar-
iffs made possible by the R5.75 billion handout to SANRAL announced by
the Minister of Finance Pravin Gordhan earlier this year. The new fees are
reflected in Table 1.
WARPED AND BLEEDING Road
warping and bleeding indicates a fault with
the asphalt used in the construction of a road,
and in some cases even the base construct of
a road
IMIESA APRIL 2012 17
INSIGHT
With the construction industry exposed for collusion, price fixing, the
exchange of commercially sensitive information and rigging tenders, it is
no surprise that the Competition Commission described the industry as
‘corrupt’. According to evidence from informants and company affidavits
before the commission, construction bosses admitted that for more than
30 years ‘the party’, which included CEOs, executives and senior and jun-
ior managers from big and small construction firms, had operated as ‘one
big organisation’ – a ‘family’ as opposed to competitors. This, quite clearly,
is not acceptable and has left motorists feeling betrayed.
In March this year, the Congress of South African Trade Unions
declared a nationwide
strike and marched in
protest over the e-toll
system, labour broking
and job losses. Radio
702’s John Robbie and
Redi Thladi established
that more people would
have joined the march
if it had been purely
about the e-toll system.
The Democratic Alliance
announced that it would
be taking the matter
to court. The Freedom
Front Plus stated that it
would also be taking steps to oppose the e-toll system. The Automobile
Association and the Road Freight Association (RFA) have come out strongly
against e-tolling and, as the RFA’s Gavin Kelly recently said on radio, the
organisation would fight e-tolling in court.
Killing the goose that lays the golden eggsThe South African Institute of Professional Accountants stated earlier this
year that the government risks destroying South Africa’s tax compliance
culture with the amount. Many people are becoming angry with the increas-
ingly harsher tax regime and with more direct and indirect taxes, being
loaded onto the average taxpayers, they are inevitably going to look for
ways (legal and otherwise) to reduce and avoid tax. Why?
Unsustainable political promises and white collar crime in the public and
private sectors, as well as uncompetitive practices such as price collusion,
are draining the pockets of the tax-paying public.
According to Gordhan, endemic levels of fraud and wasteful expenditure
in government exceeded the R20 billion rand mark in 2011, enough to
pay the entire costs of the GFIP project. However, this has been going
on for years – back to the
days of the arms deal scan-
dal, and before. In December
2010, Vusi Pikoli, the former
National Prosecuting Authority Director said: “South Africans are not
‘angry’ enough about corruption. They are not doing enough to combat
fraud and corruption in the private and public sectors.” Perhaps the e-toll
saga will be the straw that breaks the camel’s back!
And, as reported in the Sowetan newspaper in November 2011, more
than 15 million of an estimated 50 million people in Africa’s biggest
economy receive some kind of state welfare. At the time, President Jacob
Zuma said: “We cannot be a welfare state. We cannot sustain a situation
where social grants are growing all the time and think it can be a perma-
nent feature.”
He is quite correct. What country in the world can afford to build and
give its people free houses, water, electricity, provide free education and
medical services, and sustain itself. At some point, it will implode. Even
so, politicians carry on making promises – the implications of which they
simply do not understand given their generally poor levels of education.
And when people flock to the cities demanding these freebies, and don’t
get them, they burn down and pillage what tax payers have already worked
hard to pay for.
There is a real danger that the middle-class and working taxpayer will
soon have no more to give. The goose that lays the golden eggs will be
able to lay no more. If we reach this point, history will repeat itself. Sadly
this will be a direct result of the actions of the arrogant and – and in some
instances incompetent – people pursuing misguided ideologies and our
inability to learn from the mistakes of others.
With the furore raging around the e-toll plans, motorists feel they are being ripped off
TABLE 1 SANRAL GFIP e-toll fees per km (with e-tag)Vehicle Class Original Tariff Adjusted August 11 Adjusted March 12
Motorcycles R0.30 R0.24 R0.20
Light motor vehicles R0.495 R0.40 R0.30
Small heavy vehicle R1.49 R1.00 R0.75
Large heavy vehicle R2.97 R2.00 R1.51
Additional fuel levy per litre - - R0.20
Maximum charge per month - - R550.00
Note: Vehicles without e-tags will pay roughly 92% more per km
IS THAT ENOUGH? Above left A road planer
Above right The squiggly yellow lines and corrugations removed
Finance Minister, Pravin Gordham
Cosatu protests e-toll
18 IMIESA APRIL 2012
HOUSING SUSTAINABILITY
SOUTH AFRICA’S FIRST ‘Green Street’
retrofit was led by the Green Building
Council of South Africa (GBCSA)
in collaboration with the eThekwi-
ni Municipality and the World Green Building
Council (WGBC). It was endorsed by the South
African Department of Environment, and the
main funding for the project was provided by the
British High Commission.
The project involved adding solar water heaters,
energy-efficient lighting in homes and in the
street, insulated ceilings, heat insulation cook-
ers, rainwater harvesting systems and food gar-
dens. Project implementers Carbon Programmes
focused on energy efficiency interventions, and
Khanyisa Projects managed the rainwater-har-
vesting systems, food gardens and planting, and
overall local implementation and stakeholder
engagement. In the last 15 years, South Africa
has built up to 2,5 million low-income houses
with little consideration for ‘green’ issues. This
has resulted in people in low-cost housing spend-
ing a disproportionately high proportion of their
income on energy needs and having a number
of health and safety problems associated with
extreme temperatures and cooking and heating
using fuels such as paraffin. The project thus
addresses a number of pressing imperatives fac-
ing South Africa, including:
• improving the quality of life of the poor while
ensuring the least impact on the earth and
its resources
• adapting to climate change and mitigating
against its affects through reduced green-
house gasses
• improving water and food security
• creating work opportunities and skills training
• establishing more sustainable human settle-
ments with reduced energy costs.
Housing profileThe 30 RDP houses that were targeted were
built in 2006, mainly in the form of semi-
detached houses with fibre cement roofs. The
houses were built with flush toilets and show-
ers, but had no hot water systems or ceilings.
Electricity was prepaid with no reticulation,
which resulted in a number of dangerous home
electrical systems and fittings. Most people
were heating water with a kettle or two-plate
stove and some were cooling their houses with
fans. There is an average of five people living in
each formal unit.
Green retrofit elementsThese included the following:
• Solar water heaters and related plumbing.
These were affordable, SABS-approved
100 ℓ, low-pressure, evacuated tubes with
‘Green Street’ retrofi t for Cato ManorAhead of COP-17, thir ty low-income homes in a street in Cato Manor, Durban, underwent a ‘green’ refurbishment to demonstrate the range of possible social, economic and environmental benefits. Nick Alcock, project manager
at Khanyisa Projects. Photographs courtesy of the Green Building Council of South Africa
HAPPY AND GREEN A resident of the 'Green Street' in Cato Manor outside his retro-fitted house
IMIESA APRIL 2012 19
no electrical backup. The product delivers
balanced cold/hot pressure, safe tempered
water at 50 to 60°C and has a lifetime guar-
antee against corrosion. More than 85% of the
components are South African made.
• Insulated ceilings were provided to reduce
temperature fluctuations.
• New electrical reticulation was provided to
replace dangerous wiring systems.
• Energy-efficient lighting was achieved through
the provision of four compact florescent light-
ing bulbs in each house.
• Heat retention cookers and training on how to
use them was provided.
• When installing the rainwater harvesting
systems, conventional gutters could not be
used on the houses so an adaptation using
flexible agricultural pipe was installed and con-
nected to 2 500 ℓ tanks. The tank base was
constructed out of recycled tyres and sand.
The systems provide water for food gardens
and washing.
• Several homes established food gardens
using the ‘double dig’ method of bed prepara-
tion as well as other permaculture practices.
• One hundred and twenty container gardens
were made out of recycled water containers
and tyres.
• One retaining wall was built with tyres, which
holds a mixture of bank stabilising grasses
and vegetables.
• Landscaping included the planting of 15
indigenous trees, 80 fruit trees and over 950
smaller plants.
• Thirteen light emitting diode (LED) fittings
replaced the conventional street lights in order
to improve energy efficiency.
Role of eThekwini MunicipalityeThekwini Municipality came on board during
the initial conceptualisation of the project,
represented by Derek Morgan of the Energy
Office. A planning meeting was held with rep-
resentatives of various eThekwini departments
and it was at this stage that commitments were
made. Without the input of these departments,
the project would not have achieved the success
it eventually did. The key inputs were as follows:
• Community engagement was achieved through
the effort of public participation, Councillor
Mngadi (Ward 29) and various local structures.
• The water department provided consumption
data in order to assess water usage behaviour
and payment levels.
• The electricity department assisted with pre-
paid meter consumption data to establish a
historical baseline for electricity consumption
and the installation of the LED streetlights.
• The solid waste department assisted with vari-
ous clean-up campaigns and a planned waste
recycling project.
• The Agricultural Management Unit established
food and container gardens.
• City Architects assisted with the installation of
the temperature and humidity recorders, and
with the evaluation of the results.
• Environmental Management helped with the
clearing of invasive alien plants through the
efforts of the Working for Fire project team.
Indigenous plants and trees were planted by
the Botanic Society.
• The Coastal, Stormwater and Catchment
Management Department investigated the
erosion of the river banks, which is threaten-
ing a sewer line and some of the houses. A
plan to stabilise the bank and outlet areas is
being rolled out at present.
Carbon savingsThe energy efficiency interventions in Cato
Manor are estimated to reduce carbon emis-
sions by 110.7 t of CO2 per year. This calculation
is based on the ‘suppressed demand‘ approach,
which looks at what upwardly mobile people
in low-cost housing would be spending if they
started using appliances such as traditional
electric geysers.
This might be a relatively small amount of
carbon savings compared with other high-income
housing or commercial/industrial/agricultural
interventions, but when the number of low-cost
houses is considered as a whole, the potential
gains become apparent. South Africa has built
more than 2.5 million low-income homes in the
past 15 years and is targeting a further three
million by 2025.
Carbon incomeThe carbon credits from the carbon emis-
sion reduction or avoided emissions are being
registered as a Voluntary Emission Reduction
(VER) project on the voluntary carbon mar-
ket, through Credible Carbon, an independently
audited registry.
It is a small-scale project and the sale of
credits will generate only a small level of carbon
revenue, but it has important symbolic value, as
the bulk of this carbon finance will be going back
into benefitting the community.
Below left A house retro-fitted with solar water heaters and a rainwater
harvesting tank
Below right The installation of ceiling insulation
South Africa has built more than 2.5 million low-income homes in the past 15 years
HOUSING SUSTAINABILITY
20 IMIESA APRIL 2012
20 IMIESA APRIL 2012
Thermal comfort improvedTemperature loggers were installed to meas-
ure the thermal comfort. The initial feed-
back indicates that during the recent sum-
mer months, the temperature in houses with
an insulated ceiling installed was about 3°C
cooler than houses without an insulated ceiling.
Further temperature results and analysis will be
forthcoming.
Energy consumption reductionWith the retrofit having just been completed
recently, there has not been sufficient time yet
to conduct comprehensive research into energy
savings. However this research is currently
under way and the case study for this project
will be available in April 2012 on the GBCSA’s
website: www.gbcsa.org.za
Water efficiency and conservationEnergy efficiency might be essential for climate
change mitigation, but water efficiency and
conservation is also very important for adapting
to climate change impacts, such as irregular
rainfall and droughts. A shower flow rate of over
10 ℓ/min is regarded as inefficient. Tests in
the houses revealed a rate of 5 to 6 ℓ/min for
these low-pressure systems. Residents have
been advised to be careful with their water use,
especially now that they have hot water for the
first time, so that they can keep their consump-
tion low.
The 2 500 ℓ rainwater harvesting tanks are
able to hold a total of over 29 000 ℓ of water
during the course of an average year of current-
level rainfall. This equates to over three months’
worth of free basic water allocation from the
municipality. A full tank of rainwater is equiva-
lent to almost R30 of municipal water in terms
of financial savings. The water will be primarily
used for gardens and washing, and will also
help with boosting water security and keeping
water costs down in periods of municipal water
shortages.
Food securityFuture research will reveal the impact of the new
Rainwater harvesting tanks can hold up to a total of 29000ℓ of water per year
HOUSING SUSTAINABILITY
IMIESA APRIL 2012 21
HOUSING SUSTAINABILITY
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Expertise:
food gardens in terms of:
• reducing each household’s current expendi-
ture on food
• people eating more nutritious, locally grown
fresh fruit and vegetables.
Job creationResidents from the ‘Green Street’ and surround-
ing areas are employed for a range of roles,
including energy-efficiency installations, clean
ups and acting as marshals. There is about 615
‘person days’ worth of work generated by this
project, excluding project management.
In addition, a recycling initiative supported by
Durban Solid Waste will investigate the potential
to establish small businesses that would gener-
ate income from waste that has value.
The way forwardFunding has been committed by the Australian
government to support an extension to the pro-
ject during 2012. A case study is currently being
produced to document findings and lessons
learned during the project, including aspects
such as:
• energy and other savings
• changes to housing conditions and quality
of life
• behavioural changes.
This case study will be used as an advocacy tool
to demonstrate the multiple benefits possible
from greening new low-income housing, as well
as green retrofits of existing homes.
The Green Street, now named ‘Isimosezulu
COP17 Place’ by the community, is an ongoing
demonstration site established for people to see
multiple green interventions in one place.
At this stage, no other city in South
Africa has the equivalent of this project.
Several site tours have already been con-
ducted for officials, politicians, researchers
and media – and many more visits are sure
to follow.
The Green Street project also provides a
platform for the eThekwini departments to
work collaboratively and to test new approaches
and technologies.
Environmentally friendly solutions have enhanced the living standard of the
residents of Cato Manor
IMIESA APRIL 2012 21
Nature will thank you
IMIESA APRIL 2012 23
CONSTRUCTION
Towards greener infrastructure
It is globally acknowledged that there is a growing need for the coordination of design, sustainability, economic and environmental requirements on infrastructure projects. By Shian Saroop and Dr Dhiren Allopi
considered as much as they should have
been. Engineers need to look at greener tech-
nologies, rather than simply using traditional
engineering solutions.
This paper focuses on the concept of eco-
efficiency in infrastructure design that pro-
motes the use of the greener engineering
options, to enable a choice of the one likely
to yield the best per formance with the least
environmental impact. It looks at a number
of recommended green practices in infra-
structure services design that are environ-
mentally sound, placing fewer burdens on the
environment.
By using this green approach, the sustaina-
ble design of township infrastructure services
can be achieved by enforcing the considera-
tion of resources, environmental impacts of
design decisions, innovation, maintenance
and materials at the design stage of a project.
THE PROVISION of civil infrastructure
has a major effect on the natural
environment and on quality of life.
Improvement in the awareness of
eco-efficiency concepts is urgently needed
among policy makers, planners and decision
makers. However, the criteria applicable to,
and measures for developing, eco-efficient
and sustainable infrastructure are yet to be
fully identified (United Nations Economic and
Social Commission for Asia and the Pacific,
2006).
The lack of appropriate tools and skills for
sustainable infrastructure design is often
seen as a barrier to sustainable design.
Infrastructure development has been focused
mainly on financing issues and engineer-
ing aspects in the region. Mainstreaming
environmental aspects and incorporating the
eco-efficiency concept into various stages
of infrastructure development have not been
Consulting engineers have a responsibility to explore 'green' options
The need to implement green technologyAs the custodians of existing infrastructure
and the developers of future infrastructure,
consulting engineers recognise a responsibil-
ity to innovate, improve the products of their
effor ts and understand the importance of
instituting a dialogue with the rest of society
on these subjects (FIDIC, 2009: p.12).
In the area of sustainability, there is an
urgent need to apply technologies and meth-
ods that deliver better and more sustainable
per formance in a way that is cost-effective.
Sustainability and adaptive and mitigative
approaches to climate change in the design of
infrastructure are therefore important steering
elements (FIDIC, 2009: p.44). Relatively few
designers have as yet explored the trans-
formative potential of ecological design and
have preferred to remain apolitical and uncon-
cerned with the distributional impacts of
design as they affect the health of humans
and ecosystems (Van Wyk, 2009).
Infrastructure elements such as roads,
water and sewage and stormwater can result
in the loss of critical ecosystems and biodiver-
sity. There is a need to create an eco-sensitive
infrastructure design that encourages and
promotes the use of ‘softer’ design solutions.
HOUSING SUSTAINABILITY
HOUSING SUSTAINABILITY
SUSTAINABILITYTHROUGH ENGINEERING
Civil engineeringFacilities managementEnvironmental & EnergyM&E servicesStructural engineeringIndustrial engineering
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In terms of utilising improved environmen-
tally friendly design methods, this study aims
to introduce environmentally friendly design
decisions prior to the infrastructure design
approval process. This increases overall com-
petitiveness by bringing a whole new class of
productive solutions to problems, while at the
same time adding a fresh perspective to the
traditional infrastructure design process.
Objectives In view of the inadequacy of tools to assess
the environmental impacts of infrastructure
design decisions, the aims of this paper are
as follows:
• to ensure greener infrastructure with mini-
mal impact on the environment
• to incorporate environmentally friendly, ecologi-
cally sensitive, innovative design at the design
stage of township infrastructure projects
• to define green infrastructure solutions
among engineers by establishing a common
language and standard of measurement
• to raise awareness of green engineer-
ing benefits and the environmental impact
of consultants’ design decisions, in order
to reduce the environmental impact of
development
• to introduce environmentally conscious
design decisions at the inception stage,
where they are influenced the most.
The influence of early design decisionsA sustainable project is managed by taking con-
trol of the client’s decision-making processes
as early as possible to provide the certainty of
decision-making. This should be done by involv-
ing clients completely in the process. Diligent
attention to greener infrastructure solutions
from the very earliest phases of a project will
help guarantee that quality design environmen-
tal solutions are ‘built in’ from the beginning.
It is essential that the environmental issues
be integrated into achie ving the most appro-
priate solutions. It is important to implement
the environmental management from the early
stages of the process, since the ‘freedom’ to
make de cisions that are of importance for the
environment decreases with the progress of
the project.
Green design elementsInnovative approaches to planning and design
can greatly mitigate the negative impacts of
Ecological design has yet to be fully explored
24 IMIESA APRIL 2012
IMIESA APRIL 2012 25
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have the people, systems and structures to make your project
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infrastructure services on the environment. Various green technology
concepts were researched and modified to suit township infrastructure pro-
jects, with the aim of reducing the impact of civil engineering infrastructure
on residential developments.
Green technology that can be used on infrastructure projects may
include the utilisation of natural or engineered systems that mimic
natural landscapes in order to capture, cleanse and reduce stormwater
runoff. Greener stormwater infrastructure solutions can include rain
gardens, rain barrels, green roofs, wetlands, permeable pavements
and other methods intended to reduce the amount of stormwater runoff
entering the sewer system and our waterways significantly.
Roads present many opportunities for green infrastructure application
that incorporates a wide variety of design elements, including street
trees, permeable pavements, bioretention and swales. Eco-efficent
water infrastructure opportunities include a reticulated recycled water
supply, water-efficient fittings, intermediate storage, etc.
Advantages of the eco approach to infrastructure designGreen township infrastructure technologies will contribute to greenways
and green corridors and provide linkages between habitats and wet-
lands. Green technologies have a number of environmental, economic
and community benefits. The benefits of this approach are:
• conserving natural resources
• reducing the ecological footprints of roads, sewer, stormwater and
water, allowing ecosystems to function more naturally
• using energy-efficiency systems and materials
• minimising impervious sur faces, reducing soil erosion
• enhancing and protecting ecosystems and biodiversity
• conserving and reusing water and treating stormwater runoff on site
• recharging groundwater flow for streams, conserving water supplies.
ConclusionsAs can be seen in this paper, there are numerous opportunities for improv-
ing eco-efficiency in infrastructure design. A new paradigm for infrastruc-
ture design is required in order to maintain envi-
ronmental sustainability and mitigate flooding or
drought. Green techniques provide adaptation
benefits for a wide array of circumstances,
by conserving and reusing water, promoting
groundwater recharge and reducing surface
water discharges that could lead to flooding.
Taking a greener approach to infrastructure
development not only mitigates the poten-
tial environmental impacts of development,
but makes economic sense as well. By sof-
tening the environmental footprint, avoiding
waste and finding efficiencies, clients and
local governments can increase their long-
term sustainability.
References:
[1] FIDIC, 2009. FIDIC State of the World Infrastructure
Report 2009.
[2] United Nations Economic and Social Commission for
Asia and the Pacific. 2006. Sustainable Infrastructure
in Asia [online].
[3] Van Wyk, L. 2009. EcoBuilding: Towards an
Appropriate Architectonic Expression, In Green Building
Handbook for South Africa [online].
HOUSING SUSTAINABILITY
ABOUT THE AUTHORS
Dr Dhiren Allopi, associate director, Department of Civil Engineering and Surveying, Faculty of Engineering and the Built Environment: Durban University of Technology
Shian Saroop, associate at SSI
IMIESA APRIL 2012 27
ROADS
AUSTRALIAN GYRATORY COMPACTORS
IT WAS RECOGNISED that to be widely
accepted, a low-cost, portable unit was
desirable and the first Australian gyratory
compactor, the Gyropac, was produced in
that year to meet these requirements. Following
a period of investigation and development,
Australian Standard AS1289.2.2 for preparing
asphalt specimens by gyratory compaction was
published in 1995, and a number of state road
authorities have now replaced the Marshall
compaction method in their standard asphalt
specification documents.
GyropacAustralian experiments in the early 90s (Kadar,
1992) showed that, although fairly wide varia-
tions in vertical stress and the speed of gyration
could be tolerated, the gyratory angle was criti-
cal. To enable specimens to be produced quickly
and reduce the effect of cooling, a gyratory
speed of 60 cpm for the Gyropac was selected.
It was found that by using lower vertical stress
and higher gyratory angles, the load on the
machine’s components could be reduced. A ver-
tical stress of 240 kPa and a gyratory angle of
two degrees for the 100 mm diameter specimen
and three degrees for the 150 mm diameter
were selected and this allowed for lighter con-
struction of the machine, thereby achieving the
goal of portability and low cost.
Description and operationThe Gyropac uses a pneumatic actuator to apply
the vertical stress and achieves the gyratory
action of the mould mechanically. The gyratory
shear action on a specimen is generated by the
combined movement of the mould and both top
and bottom platens. The mechanical geometry
is such that the mould applies 70% of the shear
while the top and bottom platens contribute the
remaining 30%. The machine is fully automatic
and can compact to a given density or for a
selected number of cycles.
Asphalt mix designGyratory compaction is an integral component of
the Australian Draft Asphalt Mix Design Guide.
Three levels are incorporated into the design,
corresponding to light (level one), medium (level
two) and heavy (level three) traffic. An evaluation
by ARRB Transport Research related 35, 50 and
75 Marshall compaction blows to 50, 80 and
120 Gyropac cycles respectively (Oliver, 1993).
These cycle levels match the design levels and
subsequently 350 cycles has also been selected
to represent an effective refusal density.
An optional compaction index calculated from
the early slope of the voids versus cycles com-
paction curve is included in the design guide.
This index or workability indicator is thought
Low-cost machines for standard applications
Aft er considering a number of investi gati ve reports on asphalt compacti on
devices, Australia adopted the gyratory compactor as an agreed industry standard in 1992.
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IMIESA APRIL 2012 29
to indicate the likely ease of compaction in
the field.
DOT investigationsMix design experimentation (Butcher, 1994) with
dense mixes by changing aggregate proportions
and sand ratios indicated gyratory compaction
curve shape was essentially dependant on
the proportion of filler (percentage passing the
75 micron sieve). Change of binder content
and other variables, except percentage filler,
appeared to only displace the curve vertically on
a voids cycles plot.
Further investigations (Butcher, 1996) showed
that the percentage of filler appeared to have
a strong influence on the compaction index.
This did not appear to be the only factor and
mastic (binder and fines) lubrication appeared
to have a significant contribution to the change
of workability.
ServopacWhen attempting to operate the Gyropac at
the lower gyratory angle and higher vertical
stress specified by Strategic Highway Research
Programme (1.25 degrees and 600 kPa respec-
tively), it was found that with stiff mixes, the
machine components flexed under load, causing
the gyratory angle to reduce during compaction.
Although the SHRP specification on tolerance for
gyratory angle (±0.02 degrees) is a static set-
ting, the fact that the angle can change during
compaction with some mixes may be a signifi-
cant source of error.
It was recognised that more work is necessary
to properly evaluate the optimum settings of the
critical gyratory compactor parameters, and it
may be advisable to change the settings when
compacting different mixes. Early work had also
indicated that the setting of gyratory angle is
more sensitive at the lower gyratory angles used
by some European groups and as specified by
SHRP (1.0 to 1.25 degrees).
Although some of the gyratory compactors
currently available are of heavy construction, it
is possible that the components of these might
also flex when compacting stiff mixes, causing
the gyratory angle to reduce while operating
under load. Although most of the machines pro-
vide a means for adjusting the gyratory angle,
this is usually a process requiring mechanical
adjustment and it can be time consuming to
achieve accurate settings.
The Servopac was designed to automatically
compensate (under servo-feedback control) to
maintain the gyratory angle constant during com-
paction and to provide a means to simply and
quickly adjust the critical parameters. This ena-
bles it to provide more accurate and consistent
results, as well as provide a powerful tool to
evaluate optimum parameter settings, and will
allow for ready adjustment should future work
indicate that settings be changed.
The Servopac is a servo-controlled gyratory
compactor designed to apply a static compres-
sive vertical force to an asphalt specimen, while
simultaneously applying a gyratory motion to a
cylindrical mould containing the asphalt.
The vertical compressive force is applied using
a digital servo-controlled pneumatic actuator,
and a load cell measures the applied force for
feedback control of the vertical stress during
compaction. The mechanism connecting the
actuator to the top platen allows it to move free-
ly in two dimensions and follow the circle scribed
by the top of the specimen, with minimal friction.
The loading platens remain perpendicular to the
vertical axis of the machine at all times.
The gyratory motion is implemented with three
digital servo-controlled pneumatic actuators,
each operating under displacement feedback
control. The actuators are connected, via preci-
sion ball joints, to the periphery of the mould
carrier, at a spacing of 120 degrees. The actua-
tors move with a sinusoidal vertical action of
controlled amplitude, and by driving them with
a phase difference of 120 degrees, they force
the centre line of the mould carrier to scribe a
conical motion. The amplitude and frequency of
the sinusoidal displacement create a gyratory
motion at the prescribed angle and speed.
Individual displacement transducers connect-
ed to the mould carrier at each actuator connec-
tion point are used to measure and control the
gyratory motion. This mechanism enables the
gyratory angle to be accurately controlled during
compaction, irrespective of load and of minor
flexing of the machine’s components.
A number of ergonomic features have been
included in the design of the machine that
ensure operator safety and minimal manual
exertion in handling the hot and heavy asphalt-
filled moulds. The mould may be slid from a
bench (at the same height) directly into the
compaction chamber and against two stop pins,
which locate the mould on the centre of the
mould carrier.
Operation of a ‘mould lower’ button pneumati-
cally lowers the mould onto a base plate, and
this is followed by the operation of a ‘mould
lock’ button, which securely clamps the mould
to the mould carrier with pneumatic actuators.
Activating the ‘start button’ on either the
control pendant or the PC automatically closes
the chamber door, lowers the vertical shaft to
apply the controlled stress and then starts the
controlled gyratory action. This continues until
one of the termination criteria (cycles, height
or density) is reached, when the actuators
move the mould so that it is parallel with the
machine axis and normal to the platens, and
motion stops. The mould is then unclamped,
the vertical shaft is raised and the mould is
raised to the chamber floor. The safety door is
then opened ready for the operator to slide it to
a pneumatically operated specimen extraction
device. An emergency stop button can be acti-
vated at any time.
An integral, high-speed data acquisition and
control system is accessed through a ‘control
pendant’ or via an optional PC. The LCD display
and keypad of the ‘control pendant’ allow basic
functions such as vertical stress, gyratory angle
and speed to be accessed and altered. The
servo control operation of the machine allows
The Servopac was designed to automatically compensate to maintain the gyratory angle constant
ROADS
30 IMIESA APRIL 2012
these basic functions to be selectable over the
full range and also to be altered quickly when
required. Termination criteria such as cycles or
height may also be input through this device.
Test data for the last 12 tests may also be
retrieved via the pendant.
The optional PC Windows interface provides
a screen to input test parameters and allows
the user to display and plot in real time either
height, density or angle against gyratory cycles.
Test data may be stored as ASCII files, which
may be retrieved or transferred to other analy-
sis-type packages.
Effect of angleIt is widely acknowledged that gyratory angle
has a significant effect on compaction and
therefore this aspect was investigated in some
detail. The angle effect was examined for a
Department of Transport (DOT) AC14 dense
mix and an AC40 dense mix used by the South
African DOT in its construction works. In an
effort to align with other work carried out in this
area, a variety of mixes essentially complying
with European specifications were also tested.
Two major sets of testing parameters were
adopted for these investigations. These were
essentially the European/SHRP set and the
Standards Australia set.
A large quantity of 2 ℓ tins were filled with
either the DOT AC14 or the AC40 asphalt
sampled from an asphalt delivery vehicle con-
taining the appropriate asphalt mix. The tins
were filled to approximately the same level so
as to contain a similar mass and allowed to cool
to room temperature.
Previously, tins that contained similar masses
were monitored for temperature increase from
room temperature in the laboratory oven. It
was found that after two hours, at the par-
ticular oven setting, the samples reached 150°C
ROADS
IMIESA APRIL 2012 31
at the centre of the tin. A test program was
therefore adopted where each sample was
heated for two hours and then the test mass
weighed into the mould and tested immediately.
This was in lieu of monitoring the temperature
of each sample, which tends to lead to delays
through sensor reaction times and associated
complications.
The DOT AC14 was tested in the 100 mm
mould and the AC40 in the 150 mm mould.
DensityThe voids shown above are determined through
‘mensuration’ density. This density is calculated
on the basis of asphalt specimen mass, a vol-
ume from the gyratory mould internal diameter
and the height of the specimen as it is com-
pacted in the mould.
The actual final voids of the specimens were
determined and correlated against the ‘mensu-
ration’ voids.
A consistent relationship was found for a
variety of test situations, in that between high
mensuration voids to approximately 5% mensu-
ration voids, a linear relationship was obtained.
Below 5% mensuration voids a new region
occurs where it is assumed that a progressive
exudation of binder from the specimen occurs.
The excess binder fills the surface voids in this
region and hence the change in relationship.
Two 150 mm specimens, 140 mm high,
were also examined for density variation. Both
specimens were vertically sub-cored to give
100 mm diameter specimens and then one of
these specimens was ‘sliced’ vertically into four
equally thick slices, while the other was further
sub-cored to give a 50 mm diameter specimen.
These results confirm the results of previous
investigations in this regard that gyratory com-
paction compacts specimens from the centre,
both radially and vertically.
European mixesMixes were prepared to what were assumed to
be gradations for mixes referred to in Europe as
Road Base Mixture (Grave Bitume), hot rolled
asphalt (HRA), stone mastic asphalt (SMA),
porous asphalt (PA), a low gyratory resistance
mix (Le Mans) and a Bétons Bitumineux Semi-
grenus 0/14 (BBSG 0/14).
The mixes are, in effect, a good cross section
of the different asphalt mixes available. It should
be noted Grave Bitume and PA have previously
been referred to as high shear resistant mixes.
With all of these mixes, a similar response to
angle was found as with the DOT mixes, i.e. a
plateau of response was obtained between two
and three degrees. The following ranking was
determined in terms of cycles to reach a specific
voids value (least cycles is ranked lowest):
• Le Mans
• BBSG 0/14
• Grave Bitume
• PA.
Both the SMA and the HRA mixes are initially
Gyratory compaction compacts specimens from the centre, both radially and vertically
ROADS
MANUFACTURER & SUPPLIER OF MASTS, POLES & TOWERS 1
SECTION
028SECTION
028EXP
LeBlanc CTH Lighting Structures (Pty) LtdReg. No. 2005/002613/07
18 Johnson Rd, Pretoriastad, Nigel PO Box 1592, Nigel, 1490, South AfricaTel: +27 (0)11 814-1404 Fax: +27 (0)11 814-1444email: [email protected] site: www.leblancgroup.com, www.lightingstructures.edx.co.za
LeBLANC CIH Lighting Structures is a leading supplier ofMasts, Towers and associated equipment for High Mast Lightingin South Africa and other African Countries and has been inoperation since 1976.
The company designs, fabricates and erects Monople Type Mastsand Towers in seven basic product ranges
• Railow Masts• Midhinge Masts• Hydro Masts• Internal and External Access Masts• Monopole Transmission Masts• Electricity transmission Masts• Street Lighting Poles
Manufacturing FacilityThe Facility comprises of a 3500 square meter covered factorywith extensive loading facilities and stacking space as well as 500square meters of office space.The faciluty is well equiped with extensive plant and machinery forthe handling and processing of steel plate as well as all othersteel work required for the production of Monopole typestructures.The production facility employs some fifty persons includingqualified boiler makers, coded welders and machine operators.
QualityThe production facility is EN ISO 9001:2008 certified by DekraInternational
EngineeringAll monopoles and structures fabricated by the company aredesigned by a professional structural engineer, and detailing forfabrication is done by our own experienced staff, making use ofthe latest CAD drawing facilities
Track RecordLighting Structures has designed and fabricated Masts fornumerous customers in the Ligthting and Electrical sectors bothin South Africa as well as many other countries in Africa.
Services• Design and fabrication of masts from a standard range or
special design to suit client specifications• Erection of Masts• Design and construction of Mast foundation• Inspection and maintenance of existing Masts and foundations• Turnkey capabilities for full site build• Technical support and as built documentation
LIGHTING STRUCTURES
JascoLeBlanc Jasco Lighting Structures (pty)ltdLLeBLANC Jasco Lighting Structures.co.za
87 310 1000 86 699 6999
LIGHTING STRUCTURESLIGHTING STRUCTURES
(0)87 310 1000 (0)86 699 6999 (0)87 310 1000 (0)86 699 6999
Lighting StructuresLeBLANC Jasco Lighting Structures
IMIESA APRIL 2012 33
stiffer than Grave Bitume but the slope of the
void cycle trace of these two mixes is such that
after less than 10 cycles they cross the Grave
Bitume void cycle plot. The HRA mix terminates
at a position above the Le Mans and BBSG
mixes while the SMA eventually crosses these
mixes as well. The DOT AC14 mix in comparison
has a similar slope to the PA mix, but the trace
is displaced such that it initially begins its void
cycle trace fairly close to Grave Bitume but ter-
minates in a position above the HRA, BBSG and
Le Mans mixes.
Effect of pressureTo investigate the effect of pressure, the angle
was varied between 0.1 and 3 degrees for pres-
sure values of 400, 200 and 100 kPa (all at
30 cpm) for the DOT AC14 asphalt mix. Data for
the 600 kPa level was available from the previ-
ous angle investigation.
Again, the voids at selected cycles as well as
the cycles were determined to reach a specific
void percentage. While a voids pressure rela-
tionship appears to be linear and not of con-
cern, when this is viewed from a cycles versus
pressure relationship a different perspective
is obtained.
It can be seen that for high voids, when the
vertical pressure is above 200 kPa a fairly flat
response is obtained. As the voids decrease,
however, the response changes so that for,
say, 5% voids, a 1% change in pressure around
600 kPa would cause a 7% change in cycles.
For lower angles this effect increases and it is
estimated that for around one degree gyratory
angle a 1% change would at least double the
effect to be over 14% change in cycles. The
precision implications are covered more fully
later in Section 6 but again, the effect points
to the need for gyratory angles to be above two
degrees to keep variations to a minimum.
The Australian selection of 240 kPa appears
to be in a highly variable area and an increase
in pressure probably to 600 kPa is warranted.
Effect of rate of rotationThe effect of the rate of rotation was evaluated
with a series of tests on the DOT AC14 mix
where all other parameters were held constant
with the exception of speed of rotation which
was varied. The speeds of rotation per minute
selected were 60, 40, 30, 20 and 10 cycles
per minute.
The tests were all carried through to 200
cycles and the variation in time was just over
three minutes for 60 cpm to 20 minutes for
10 cpm. The longer-term tests tended to make
specimen extrusion more difficult, indicating
some heat loss during the test, which made
comparison between the different speed set-
tings difficult.
The results confirmed previous SHRP work
(Cominsky et al, 1994) that little variation in
response was obtained through different rates
of rotation and this appeared to be applicable
at any angle.
The Australian selection of 60 cpm appears
to be advantageous in that less heat is lost
during a test and a better production of sample
quantity can be achieved. The need to insulate
or have a temperature-controlled chamber is
also obviated.
Gyratory angle and pressure stabilityThe Servopac uses displacement transducers
to measure the positions of the individual pneu-
matic actuator shafts and computes from these
the gyratory angle applied to the mould carrier.
To optimise these measurements, the dis-
placement transducers measure directly on
the polished spherical steel ball joints at the
point of connection of the actuators with the
mould carrier. Each actuator operates under
continuous displacement feedback control to
ensure that the amplitude of its sinusoidal
displacement waveform remains constant. A
second adaptive level control operates to adjust
the amplitude on a cycle by cycle basis, should
the loading conditions change radically. The
gyratory angle displayed on the PC screen
is computed from the mean of the three actuator
displacements.
The vertical stress measured with a load cell,
is similarly under continuous feedback control.
Three or four cycles are required for the
adaptive level control to stabilise the gyratory
angle to the desired target level. A maximum
divergence from the target angle over the range
of angle tested (0.01 to 3 degrees) was 0.01
degree and after the three or four initial cycles,
a standard deviation less than 0.004 degrees
is achieved.
This excellent accuracy and precision, how-
ever, was not achieved with vertical stress. The
divergence from the target of 600 kPa ranged
from an excess of 1.4 kPa at 0.1 degrees gyra-
tory angle to an excess of 11.2 kPa at three
degrees. The standard deviation ranged from
0.81 kPa at 0.5 degrees gyratory angle to
5.32 kPa at three degrees.
There are indications that as more stress is
generated through an increase in gyratory angle,
the reactive forces affect the vertical stress
values. The manufacturer was unaware of the
magnitude of this variation and has indicated
that a simple software modification will sig-
nificantly improve the accuracy and precision for
vertical pressure.
PrecisionCurve fitting techniques allow the development
of mathematical equations representing the
discrete data points and, in turn, these equa-
tions can be utilised to represent the possible
variation in either cycles or voids for a variation
in either angle or pressure.
A further variation of 0.05 degrees is included
in the table as a proposed tolerance in gyra-
tory angle. If the SHRP tolerance setting of 0.02
degrees at 1.25 angle is interpreted as the desir-
able target, it can be seen that the proposed
Little variation in response was obtained through different rates of rotation
ROADS
34 IMIESA APRIL 2012
ROADS
34 IMIESA APRIL 2012
tolerance of 0.05 degrees at two degrees angle
is equivalent. The current Australian tolerance is
equivalent to SHRP at three degrees.
Except for the value at 10 cycles, the proposed
angle tolerance is equivalent or better than the
SHRP tolerance at 1.25 degrees and the current
Australian tolerance is equivalent at a value
between two and three degrees.
Using the SHRP angle tolerance setting of
0.02 at 1.25 degrees as a guide, a variation in
voids through machine variation is assessed as
±0.1%, and a variation in cycles as ±2 cycles.
The SHRP tolerance of 18 kPa with a vertical
pressure setting of 600 kPa is estimated to
exceed the acceptable cycle’s value by four to
five times at lower voids values.
The Australian tolerance value similarly would
exceed the target value by a large amount. The
proposed tolerance value of 5 kPa at 600 kPa
and at gyratory angle value of two degrees would
fall inside the target value. The SHRP tolerance
of 18 kPa with a vertical pressure setting of
600 kPa is estimated to exceed the acceptable
voids value by three to four times at all values.
The Australian tolerance value would meet the
target value at 240 kPa. The proposed tolerance
value of 5 kPa at 600 kPa and at gyratory angle
value of two degrees would be half the target
value. It should be noted that the tight setting
of angle tolerance in SHRP and draft European
specifications would be masked by the variation
from the pressure contribution. Also shown is
the variation computed from the tolerances pro-
posed as a result of these investigations.
While a proposal is made for angle and pres-
sure settings and tolerances, it is in the choice
of tolerance on cycles and voids that is the
true determinant for the machine requirements.
The work here has used ±0.1% voids and ±2
cycles as the machine tolerances. While these
may seem tight, if the machine tolerances
can be eliminated from the manufacture of
specimens, the possibility of consistent test
results is significantly increased. It can also be
seen from the tables that there is not a unique
choice of parameters to satisfy the cycles and
voids tolerances. A choice of small angle would
require tight tolerance on angle, which could be
matched by larger angles with wider tolerances.
The same applies to vertical stress.
Acknowledgments: Acknowledgments: The author thanks the chief execu-
tive of the South Australian Department of Transport,
Rod Payze, for permission to publish this paper. In addi-
tion, the author wishes to thank the laboratory staff for
their assistance and cooperation in the various phases
of the investigations.
The views expressed are those of the author and not
necessarily those of the Department of Transport.
* This paper has been edited and shortened, please
contact the editor should you wish to read the
full version.
it is the choice of tolerance on cycles and voids that is the true determinant for the machine requirements
IMIESA APRIL 2012 35
MOGALE CITY
AS A RESULT of increased traffic
headed towards the North West and
Lanseria Airport, this roads project
involves the construction of a four-
lane dual carriageway along the Provincial Road
P103-2 (K29) between the Provincial Freeway
N14 and Road K31 (Lanseria Airport). Phase 1
of the project, which included the construction
of single carriageway, bridge and related ramps
over the N14, was completed in May 2010 – in
time for the FIFA World Cup – and construction
of phases 2 and 3 are currently under way.
Phase 2 involves the construction of approxi-
mately 3.8 km of dual carriageway road from
Sandspruit to Provincial Freeway P-158 (N14),
including the construction of a new bridge
5 552 over Sandspruit. Phase 3 of the project
involves the upgrade of Malibongwe Drive (K29),
including the construction of 5.8 km of dual car-
riageway and the construction of a bridge over
the N14 freeway.
Project detailsServicing Lanseria Airport and surrounding
areas, such as the gateway to the North West
province including Sun City, the scope of works
on phases 2 and 3 is as follows:
• The construction of an additional bridge over
the N14 and related access ramps between
N14 and K29
• The construction of five intersections for
access roads along K29, which include
two surfaced access roads and nine gravel
access roads
• The construction of eight taxi lay-byes (bus
stops), i.e. two per intersection along K29 and
also located at Hertford Shopping Centre, the
K33 intersection with Lanseria extensions 26
and 27 Development, and the K31 intersec-
tion (Lanseria Airport).
• The construction of a 5 km-long concrete pave-
ment using mesh and 25 MPa concrete for the
pedestrian/cyclist walkway along K29.
Dominant materials used in the construction
include hot-mix asphalt concrete, crushed stone
base, cemented sub-bases, self-compacting
concrete for the bridge decks, ordinary concrete
and steel reinforcement.
Ringing in at a cost of R307.5 million, phases
2 and 3 of the dual carriageway construc-
tion project are scheduled for completion in
September 2012.
Right and below Aerial views of project elements
FOUR-LANE DUAL CARRIAGEWAY UNDER CONSTRUCTION
Alleviating traffi c congestion around Lanseria AirportCommissioned by the Gauteng Department of Roads and Transport, phases 2 and 3 of the dual carriageway project from Sandspruit to Provincial Freeway (N14) are currently under way. IMIESA takes a look at this road construction project.
PROJECT DETAILS• Employer: Gauteng Department of
Roads and Transport• Consulting engineer: Aphane
Consulting Cc• Contractor: Roadcrete Africa (Pty) Ltd• Tender amount (CPA and VAT Inclusive):
R375 383 215.11• Final Amount (CPA and VAT Inclusive):
R307 499 606.50• Contract commencement date:
23 February 2009• Original contract period: 87 weeks • Original contract completion date:
29 October 2010• Revised contract completion date:
30 September 2011• Delays to date: 54 days inclement
weather, 71 days for restricted access to site
• Extension of time granted: 139 Days (restricted access, strike, abnormal rain and public holidays)
• Practical completion date: 14 May 2011• Expiry of defects liability period:
29 September 2012
36 IMIESA APRIL 2012
EXPANSION OF DRIEFONTEIN WWTW
Making provision for 25 000
Commissioned by Johannesburg Water, the Driefontein WWTW is currently undergoing a capacity increase that will support future development within the Driefontein Drainage Basin. IMIESA takes a look at this project.
MOGALE CITY
IN ORDER to cope with future growth,
Johannesburg Water decided in 2007 to
proceed with plans to extend the capacity
of the Driefontein Wastewater Treatment
Works (WWTW). The scope of the project entails
the construction of the first of two 25 Mℓ/d
treatment modules, which includes the com-
plete process chain to final effluent disinfec-
tion. The major features of the new module are
as follows:
• inlet works
• screening and degritting facilities
• two primary clarifiers
• flow balancing tank
• two primary sedimentation tanks
• 25 Mℓ/d biological nutrient removal reactor
• chlorine contact channel
• two secondary clarifiers
• disinfection contact tank
• one sludge belt press
• four control buildings, waste activated sludge,
• return activated sludge, raw sludge
• final effluent and thickened sludge
pump stations
• all associated pumps, pipelines, conveyors,
control and ancillary equipment
• access road and fencing.
Process designThe design of the new Module 2 and future
Module 3 has been based on the well-estab-
lished Johannesburg Process. The design
was pioneered by engineers of the City of
Johannesburg and developed to its current state
over the last three decades.
The advantage of this process is that a high-
quality effluent is produced without the addition
of iron salt – as demonstrated by the recent
extension of Johannesburg Water Northern
Works Unit 5.
Features of the capacity upgrade of the
Driefontein WWTW are:
• A new inlet works to cater for Module 1 (exist-
ing), Module 2 (new 25 Mℓ/d Module) and the
future 25 Mℓ/d Module 3
• Two primary sedimentation tanks to cater for
Modules 1 and 2, with provision for one future
primary sedimentation tank
• Conversion of the two existing Module 1 pri-
mary sedimentation tanks to covered volatile
fatty acid fermenters, including odour control
• One balancing tank consisting of two compart-
ments sized to serve the ultimate 80 Mℓ/d
capacity of the WWTW
• One 25 Mℓ/d biological nutrient remover
(BNR) activated sludge reactor. The process
configuration is a four-stage BNR process
and includes pre-anoxic, anaerobic, anoxic
and aerobic zones. Aeration is provided by
electrically driven mechanical surface aera-
tors, while the solids in the non-aerated zones
are maintained in suspension by mechani-
cal mixers. Provision has been made in the
design for a second future 25 Mℓ/d activated
sludge reactor
• Two secondary clarifiers with provision for two
future secondary clarifiers
• Two chlorine contact channels to cater for
modules 1 and 2 with provision for a future
chlorine contact channel
• Final effluent discharge to the river
• Chlorine (disinfection) dosing installation
• Installation for standby supplemental chemical
addition of metal salts
• Waste-activated sludge screening installation
• Two gravity waste-activated sludge thickeners
• Primary sludge, fermented sludge, waste
activated sludge, return activated sludge, final
effluent and thickened waste activated sludge
pump stations
• Various other buildings and structures, includ-
ing a substation/motor control centre rooms,
effluent monitoring room, workshop and stores
IMIESA APRIL 2012 37
additional households
MATERIALS USED • Earthworks: 290 000 m³• Concrete: 19 900 m³• Formwork: 65 000 m³• Reinforcing: 2 550 t• Paving: 35 500 m²• Roads: 4 400 m
PROJECT DETAILS• CONTRACTS AWARDED
Demolition of old structures: VF Munisi Civils was awarded the contract in June 2010 at an amount of R2 300 121 (incl. VAT)Civil works: Concor Holdings was awarded the civil works contract in May 2011 at an amount of R223 935 589.24 (incl. VAT)
• MECHANICAL WORKSTender 1 (JW 9018): SAME was awarded the first mechanical works contract in May 2011 at an amount of R10 966 914 (incl. VAT)Tender 2 (JW 9019): Eigenbau was awarded the second mechanical works contract in June 2011 at an amount of R18 868 505.19 (incl. VAT)
• ESTIMATED START AND COMPLETION DATESConstruction work started on 30 June 2010 and the anticipated completion date of the project is 27 March 2014
• DEMOLITION WORK CONTRACT JW9022Commencement date: 30 June 2010Completion date: 29 September 2010
• CIVIL WORKS CONTRACT JW10005Commencement date: 16 May 2011 Anticipated completion: 28 October 2013
• MECHANICAL WORKS CONTRACT JW9018Commencement date: 3 June 2011Anticipated completion: 30 November 2013
• MECHANICAL WORKS CONTRACT JW9019Commencement date: 7 July 2011Anticipated completion: 30 November 2013
• ELECTRICAL AND INSTRUMENTATION (TO BE APPOINTED)Commencement date: 30 July 2012Anticipated completion: 27 March 2014
• FENCING CONTRACT (TO BE APPOINTED)Anticipated completion: 27 March 2014
• Process control via PLC (programmable logic
controller)/PC-based supervisory control and
data acquisition system.
Civil worksThe new inlet works will be constructed adjacent
and to the east of the existing inlet works. The
existing inlet works will be demolished once the
new inlet works is commissioned. The primary
sedimentation tanks will be situated on a new
terrace adjacent and to the west of the existing
balancing tank. Two primary sedimentation tanks
will be constructed and sufficient space will be
made available on the terrace to accommodate
one future primary sedimentation tank. The exist-
ing Module 1 primary sedimentation tanks will
be converted to covered and odour-controlled
volatile fatty acid fermenters, which will have
sufficient capacity to serve the ultimate 80 Mℓ/d
capacity of the Driefontein WWTW.
The new balancing tank will be positioned on
a new terrace adjacent and to the west of the
primary sedimentation tank terrace. The exist-
ing Module 1 balancing tank will be connected
to the existing stormwater attenuation dam to
increase the stormwater attenuation capacity of
the WWTW. The new 25 Mℓ/d bioreactor will be
constructed to the west of the administration
building on the site of an old, decommissioned
module, which will be demolished.
The secondary clarifiers will be situated on a
new terrace located adjacent and to the west
of the existing Module 1 secondary clarifica-
tion tank. Two secondary clarifiers will be con-
structed, with sufficient space allowed on the
new terrace for two future secondary clarifiers.
The chlorine contact channels will be positioned
to the north of the new secondary clarification
tank terrace.
The treatment plant includes connecting pipe-
lines, site services, borehole/potable water,
effluent reticulation, a new paved access road to
the works from the north as well as a new inter-
nal road network and paving, and stormwater
drainage including culverts for electrical, control
and instrumentation cables. Various pipelines
and upgraded bulk electrical power are also
required. To reduce maintenance costs, the plant
will be paved where possible. The architectural
style of the buildings will match that of the exist-
ing buildings of the Driefontein WWTW.
Mechanical worksAll equipment is specified and selected for ener-
gy efficiency and low, long-term maintenance of
the plant and equipment. Special attention is
paid to corrosion protection of all mechanical
equipment. Included in the mechanical equip-
ment are:
• mechanical screens
• actuated valves, penstocks, hand stops and
adjustable weirs
• compressors
• mixers and aerators
• centre drive scraper bridges, scum baffles and
V-notch weirs
• centrifugal pumps, positive displacement
pumps, dosing pumps, axial and Archimedean
screw pumps
• macerators
• HDPE, UPVC and stainless steel piping.
Monitoring and instrumentationThe philosophy used in the design is to reduce
operating requirements through the utilisation of
automated PLC systems, together with super-
visory control and data acquisition systems
(SCADA) as provided on the existing WWTW
controls, and will be incorporated into the exist-
ing WWTW SCADA system. Cost-effective nutrient
removal demands that the biological process is
exploited to its maximum. To achieve this, the
instrumentation (including online monitors for
selected parameters of the final effluent) will be
installed in a new monitor room. Dissolved oxy-
gen (DO) probes will be installed at in the aerobic
zone to continuously measure DO levels in order
to automatically control the aeration.
Meters for measuring mixed liquor suspended
solids and a composite sampler on the final
effluent will also be installed.
ElectricalThe existing Eskom bulk power supply to the
Driefontein WWTW will not be able to cater for
the expansion of the works. An up-rated supply
has been applied for and will be provided by
Eskom, and a new incoming switchgear building
to provide bulk power to both the existing and
new feeds will be built as part of the expansion.
New ring feeds will be provided to provide bulk
power for the expansion. The medium-voltage
system is an 11 kV system and the low-voltage
system is rated a 400/230 V, three-phase four-
wire system. The motor control centres will be
able to facilitate manual and automatic modes of
operation, while the automatic modes of opera-
tion will be controlled by PLCs.
The R394 million Driefontein WWTW expan-
sion project, scheduled for completion in March
2014, will support the equivalent of approxi-
mately 25 000 additional households.
MOGALE CITY
IMIESA APRIL 2012 39
WITH A PROJECT value of R40
million, the scope of works
on the Krugersdorp substation
project includes the installa-
tion of two new transformers, a 5.5 km-long
cable and construction of a new building for
the substation. Completion of the substation
upgrade is scheduled for May 2012.
SSI Engineers and Environmental Consultants
completed the design work on the substation
in July 2010 and the tender was awarded to
Roshqott in November 2010. The laying of an
underground cable rather than overhead sup-
ply was the desired option as a job creation
initiative by Mogale City Municipality, which
although providing a secure environment, pre-
sented challenges in the traversing of existing
services over the 5.5 km route.
A separate civils contract was awarded to
BEE contractor, KP Civils, for the construction
of this building, assisted by Roshqott and SSI
site personnel.
Scope of upgradeThe work entails the installation of two new
transformers: 33 kV to 11 kV, and 33 kV to
6.6 kV (Delpor ton).
A 5.5 km-long cable feeds a completely new
substation at Delpor ton, which is the main
feed for the Percy Stewart Wastewater treat-
ment Works (WWTW). The contract makes
provision for the supply, delivery, off-loading,
installation, erection, commissioning and
handing-over in a proper working condition of
the following:
• upgrading at the Krugersdorp Nor th
33/11 kV substation
• extension of 33 kV bus bars
• two additional 33 kV line feeder bays
• one complete additional 20 MVA 33/11 kV
transformer bay (transformer excluded)
• control and protection panels for the new
1 x 20 MVA transformer
• 11 kV switchgear extend an existing switch-
gear panel
• new 110 V DC battery charger and batteries
• extension of the existing switchgear building
• new ripple control unit for the third 20 MVA
transformer including the 11 kV feeder
panel for the supply
• 6.6 kV (rated 11 kV) switchgear to extend an
existing switchgear panel, including a trans-
former breaker for the additional 11/6.6 kV,
7.5 MVA transformer
• new 220/380 V chop-over supply in new
control building
• all single core and multi-core (low-voltage
cabling)
• extension of the ear thing and ear th mat
• decommissioning and repositioning of the
existing 20 MVA 33/11 kV transformer No.1
• all related civil works at the Krugersdorp
North 33/11 kV substation
• Substation quality of supply metering at
Krugersdorp North 33/11 kV substation
– the metering must meter the quality of
supply from all three 20 MVA transformers
• Integration into the substation of one 20
MVA, 33/11 kV and one 7.5 MVA 11/6.6 kV
THE KRUGERSDORP SUBSTATION UPGRADE
Increasing load capacityPopulation growth in Kagiso and Munsieville, as well as increased power requirements for the recently refurbished Percy Stewart WWTW, motivated the need for an upgrade of the 20-year-old Krugersdorp substation. IMIESA takes a brief look at this project.
transformers that will be supplied and
installed under separate contracts.
Muldersdrift 33/11 kV substation• Supply and installation of two new ripple
control units for the two existing 20 MVA
TRFs, including the two 11 kV feeder panels
for the supply.
Metering (quality of supply)Supply, installation, test and commissioning
of new substation quality of supply metering
at the following 33 kV substations:
• Condale substation
• Krugersdorp North substation
• Liber tas substation
• Muldersdrift substation
• Chamdor substation
• Boltonia substation
• Spruit substation
• Factoria substation
• Jackson substation.
Network upgrading: 11 kV• Supply and installation of 11 kV switchgear,
battery charger and batteries for the new
Delpor ton 11 kV substation. Construction
of a new switch room for the Delpor ton
substation will be done under a separate
contract.
• Supply and installation of 2 x 185 mm² cop-
per core PILC 11 kV cables, plus a 12-core
pilot cable between the Krugersdorp North
substation and the Delpor ton substation.
• Supply and installation of 11 x 95 mm²
copper core PILC 11 kV cables between
the APF substation and the Percy Stewart
WWTW.
PROJECT TEAM• Consultants: SSI Engineers and
Environmental Consultants • Contractors: Roshqott and KP Civils• Supplier of transformers: Powertech
The Krugersdorp substation is being upgraded due to
increased demand
MOGALE CITY
CHIEF MOGALE, the integrated human
settlement in Mogale City Local
Municipality (MCLM), is a joint initia-
tive between the MCLM, the Gauteng
Department of Human Settlements and ABSA
DevCo. Chief Mogale’s development concept
gives impetus to government’s Breaking New
Ground development strategy and is fast emerg-
ing as a pulsating neighbourhood in which
infrastructure provision, economic growth and
social enrichment are in balance and result in
sustainable development and equity.
ABSA DevCo, the implementing agent, is sup-
ported by a dynamic team of specialists headed
by infrastructure development company, Bigen
Africa Services, which fulfils the role of project
and development manager and civil and electri-
cal engineer.
Project overviewWith an overall project value of R1.2 billion, the
Chief Mogale housing project will yield 9 315
residential units, of which 4 244 are subsidised,
2 539 are institutional and 2 532 are affordable
free market (bonded) housing units – all of which
seamlessly blend into the social and commer-
cial facilities such as schools, clinics, crèches,
parks, sports precincts, shopping centres and
public open spaces. As such, this development
transcends the traditional concept of just provid-
ing shelter and aspires to reduce the housing
backlog by more than a third within the MCLM,
by virtue of the variety of housing options and
tenure opportunities. Complementarily, Chief
Mogale offers the opportunity for integration
with the neighbouring communities, providing for
economic, service and social linkages.
Progress to dateThus far, 725 families have already been allo-
cated subsidy homes and have access to all
municipal services. In addition, the development
boasts a community centre donated by ABSA
Bank that comprises a hall seating 500 peo-
ple, facilities for social workers, a boardroom,
an amphitheatre, an industrial kitchen able to
house a catering school, a computer room and
two lecture rooms. The Chief Mogale Integrated
Development project provides employment and
skills training for approximately 2 000 people,
90% of which will be local. The total project
development will be completed over a period
of five years and will be funded through various
sources of public and private financing.
The development provides variety, flexibility
and visual excitement, while at the same time
being ecologically sound. Chief Mogale trans-
forms the existing fragmented framework inher-
ited by the apartheid regime and manifests
into a safe, spirited, pulsating community that
is socially, economically and fiscally affordable
and sustainable.
INTEGRATED TOWNSHIP DEVELOPMENT
Sustainability, economic growth and social enrichment
Chief Mogale settlement sets a benchmark for service delivery with the municipality. The total development yields 9 315 residential units and the priority phase has already been completed and allocated.
PROJECT TEAM• Client: Joint initiative between the Mogale City
Local municipality, the Gauteng Department of Human Settlements and ABSA DevCo
• Project manager: Bigen Africa Services• Engineers: Bigen Africa Services• Civil contractors: Mivami and Moseme
Construction/Lonerock• Electrical contractors: Tshepang• House builders: Uvuko Civils and Kgoni Trading• Community centre contractor: BP Masanabo
MOGALE CITY
40 IMIESA APRIL 2012
PRO-PLAN Consulting Engineers was
initially appointed by the Mogale
City Local Municipality (MCLM) to
provide full engineering services for
the design and construction of the required
extension at the Magaliesburg WWTW from 3
to 4 Mℓ/d. Since the Municipal Infrastructure
Grant registration, the additional flow has been
identified and it is estimated that the extension
required will be two 3 Mℓ/d modules, i.e. an
additional 6 Mℓ/d in two phases. The following
processes are under way:
• Environmental Impact Assessment (EIA)
scoping report: the EIA is being conducted by
external environmental consultants
• Geotechnical investigation: a geotechnical
investigation will be carried out and a final
report will be compiled and submitted
• Topographical survey: a topographical survey
of the existing WWTW, as well as the area
available for the new module has been car-
ried out
• Licensing of the WWTW: the licensing pro-
cess will be done in conjunction with the EIA and
will be submitted to the Department of Water
Affairs by the environmental consultants.
Existing infrastructure
The existing Magaliesburg WWTW was construct-
ed in 2002 by the Western Gauteng Services
Council. The works was constructed to have a
capacity of 1 100 m³/d and utilises an activated
sludge process. The biological treatment system
comprises of the following components:
• inlet works consisting of a mechanical screen
and degritting system
• flow measurement chamber
• racetrack-type biological reactor
• Dortmund-type clarifier
• sludge lagoons
• sludge recycling
• constructed wetlands/reed beds
• disinfection (chlorine).
The majority of the flow entering the works is
pumped with three transferring pumping stations
(graphically presented in Figure 1). Tankers are
also used to transfer sewage to the works with
a makeshift drop-off point provided outside the
boundaries of the WWTW. Flow measurements
taken downstream of the inlet works indicate
that the plant has not been operating close to its
capacity yet. Figure 2 represents flow measure-
ments taken since the plant has been operation-
al in 2002. The poor performance of the WWTW
is thus not a result of the inflow exceeding its
capacity. The dire situation that the WWTW is
in, however, can be attributed to the poor condi-
tion of the mechanical equipment. A site visit
INCREASED CAPACITY FLOW FOR MAGALIESBURG WWTW
Keeping up with demandsTo accommodate the additional sewage flow from the Ga-Mohale and Magaliesburg areas, Mogale City Local Municipality is extending the Magaliesburg Wastewater Treatment Works (WWTW).
conducted in September 2009 revealed that
most of the mechanical equipment was non-
operational and in need of maintenance/refur-
bishment, which Mogale City has addressed.
Infrastructure development goalsThe existing Magaliesburg WWTW is a relatively
small facility with limited redundancy and back-
up, and the plant upgrade and expansion will
create additional infrastructure redundancy and
the necessary back-up facilities. The aim of
the project will be to improve the reliability of
the plant operation and performance. The flow
arriving at the treatment plant emanates from
properties in Magaliesburg and Ga-Mohale, and
is predominantly domestic in nature, although a
few small industries contribute to the hydraulic
and organic load.
The project will aim to utilise robust, efficient
and reliable treatment technologies, which have
a proven record of accomplishment with MCLM.
At the same time, new technologies, which
can serve the works facilities for the next few
decades, will be considered. The MCLM sup-
ports the initiatives being rolled out to provide
infrastructure that addresses the efficient use
of electrical energy and the selection of treat-
ment technologies will be influenced by energy
FIGURE 1 Chemical composition of raw water
FIGURE 2 Flow measurements at the plant since 2002
0.0
200.0
400.0
600.0
800.0
1000.0
1200.0
Sep-
02
Feb-
03
Jul-0
3
Dec
-03
May
-04
Oct
-04
Mar
-05
Aug
-05
Jan-
06
Jun-
06
Nov
-06
Apr
-07
Sep-
07
Feb-
08
Jul-0
8
Dec
-08
May
-09
kl
AVERAGE DAILY FLOW (kl) WCW CAPACITY
MOGALE CITY
IMIESA APRIL 2012 41
42 IMIESA APRIL 2012
efficiency. The municipality plans to reduce energy usage per unit of waste-
water treated with the plant expansion project. In addition, the project will
consider the environmental footprint and will mitigate the potentially nega-
tive impacts, including treated wastewater discharge quality, uncontrolled
wastewater discharges during unusual WWTW operating conditions (such
as during electrical power interruptions) and the release of foul odours,
which is mainly related to the sludge handling process.
Project designThe expected flow for the developments is 5.4 Mℓ/d. It is therefore rec-
ommended that that plant be extended by 6 Mℓ/day, with two 3 Mℓ/d
treatment trains.
MCLM is monitoring the effluent at various stage of the process on a
weekly basis. Water quality data was received from MCLM and analysed to
obtain a clear picture of the qual-
ity of the incoming flow, as well
as the performance of the treatment process. The data received spans the
period October 2002 to July 2009. Table 1 indicates the weekly minimum,
maximum, average and 95th percentile of key constituents measured.
For the size of the developments that will be served, the peak factors and
resulting peak flows as indicated in Table 2 will be accommodated in the
design of the extension of the WWTW. The design will thus accommodate
the attenuation of these flows as they vary throughout the day.
The flow will continue to be predominately domestic in nature. It was
noticed that the organic loading in the incoming flow was excessively high.
After investigating, the cause of the spikes in data was pinpointed as
‘honeysuckers’ were dumping their loads right at the entrance to the plant.
This has since been slightly improved by insisting that the dumping be
done further upstream of the plant. However, it is recommended that water
be provided to dilute this flow in order to minimise the organic loading on
the treatment works. Another option is to discontinue the practice as the
minimum level of service for the area is waterborne sewage reticulation.
Process overviewRaw sewage entering the works will be split ahead of the existing inlet
works where 1 Mℓ/d will be routed to the existing works and 6 Mℓ/d will
be routed to the new works. The 6 Mℓ/d inlet works will be built in Phase 1
A new 2 Mℓ balancing tank will attenuate flows entering the new
extensions
Internal recycles will comprise of the following:
• from aerobic to anoxic (a-recycle) – 1:6 (average)
• from anoxic to anaerobic (b-recycle) – 1:1 (average)
• underflow from the clarifier will be recycled back to the anaerobic zone
1:1 ratio (average) (s-recycle) via the recycle PS
• Effluent (MLSS) from the activated sludge reactors will flow to the
clarifiers
• Overflow from the new clarifiers will be collected and transferred to the
chlorine contact channels
• Waste sludge from the aerobic zone and clarifier will be wasted into a
sludge collection box and thickened in two sludge thickeners, before
entering the existing sludge lagoons.
pHTAlk
(mg/ℓ of CaCO3)
Cl (mg/ℓ)
EC (mS/m)
TDS (mg/ℓ)
NH3-N (mg/ℓ)
NO3-N (mg/ℓ)
O-PO4 (mg/ℓ as P)
T-PO4 (mg/ℓ as P)
COD (mg/ℓ)
SS (mg/ℓ)
TKN (mg/ℓ)
TKN/COD
Ave 8.23 361.89 74.58 103.93 401.13 64.63 20.99 10.03 14.03 919.35 580.43 81.80 0.12
Min 6.87 67.49 10.80 22.40 145.00 0.07 0.16 0.17 0.21 24.00 10.00 1.75 0.01
Max 9.47 1236.68 330.52 308.00 1286.00 391.48 3233.11 26.97 593.00 7979.0 24730.0 318.06 0.70
95th percentile
9.08 771.94 155.37 207.90 672.20 164.32 51.43 19.79 22.74 2285.8 1023.50 186.36 0.23
70th percentile
8.60 399.83 83.70 117.25 437.60 76.40 3.10 12.09 14.36 988.80 388.00 97.72 0.13
Flow rate Peak factorExisting1.1 Mℓ/d
Extension of 6 Mℓ/d
Ultimate capacity
(7.1 Mℓ/d)
Average dry weather flow
N/A 1.1 6.0 7.1
Peak dry weather flow
1.7 1.87 10.2 11.97
Peak hourly flow 2.5 2.75 15.0 17.25
T ABLE 1 Chemical composition of raw water
T ABLE 2 Expected flows
MOGALE CITY
PROJECT NEWS
THE RAILWAY LINE passing through Mahalumbe is part of
Transnet’s strategic 580 km CoalLink that collects coal from
Mpumalanga’s 44 coal-rich mines and descends from the
Highveld through rural KwaZulu-Natal, terminating at Richards
Bay. The line supports coal-carrying trains of up to 23 000 t gross weight.
Esorfranki Geotechnical’s Byron Field explains that the bank on one side
of the railway line at the Mahalumbe cutting had started to slip due to an
abundance of ground water. Slippage of the bank was causing the railway
line to lift.
“Various methods had been attempted to address this problem, includ-
ing removing the railway line at this section, levelling the ground and
then re-establishing the line,” says Field. “However, because this did
not address the underlying cause, the bank soon began slipping again.
CFA piles to address slippage
Esorfranki Geotechnical has completed a project for Transnet Capital Projects that required the design and construction of a contiguous piled wall at a railway cutting at Mahalumbe.
Transnet recognised that a more permanent solution was required and put
the project out to tender.”
Esorfranki Geotechnical was awarded the contract in February 2011 and
Field says he believes the project went his company’s way because theirs
was the most technically appropriate solution.
“Our solution involved installing a 200 metre-long contiguous piled wall
along the full length of the slip,” he explains.
“We installed 600 diameter Continuous Flight Auger (CFA) piles at
1.5 m intervals, from ground level down to bedrock, which varied from 12
PILING SOLUTIONS
Piling six metres away from an active railway line can be hazardous. Every precaution must be taken to ensure that work continues safely
IMIESA APRIL 2012 43
44 IMIESA APRIL 2012
44 IMIESA APRIL 2012
to 15 m. We then cast an 800 mm by 800 mm capping beam across the
top of the piles at ground level to ensure that all the piles would act in
unison if a further slip occurred.”
In this event, the ground behind the piles would move only as far as
the piles and be firmly retained as this type of pile can withstand
immense loads.
“As a further safeguard against the unpredictable ground movement, we
left recesses in the capping beam at 1.5 m intervals to make allowance
for the possibility of installing anchors at a later stage,” continues Field.
“If the bank should continue to slip, we would be able to install anchors
through these sockets for further reinforcement.”
CFA piling is an Esorfranki Geotechnical speciality and offers the
benefits of high productivity and economy in certain soil conditions as
well as being vibration-free. There is limited noise levels and there are
no requirements for the casings or drilling fluids required with conven-
tional bored piles. The CFA process ensures that during the drilling
stage, the drilled walls remain supported by either the drill auger or the
fill material.
PROJECT NEWS
FROM ABOVE LEFT High-voltage power lines were operational 24/7 and in some cases were as close as three metres from the crane The top section of each pile must be carefully trimmed to the correct level so that the capping beam can be constructed over the top
A continuously reinforced 0.8 m by 0.8 m capping beam connects all of the piles so that the entire wall works together. Recessed sockets were installed at 1.5 m intervals to make allowance for anchors to be installed at a later date should they be necessary
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PANEL INTRO
WHEN IT COMES to road construc-
tion, the durability and sustain-
ability of bitumen and concrete
make them the two most popular
choices of material. Even though it was a costly
exercise to import bitumen toward the end of
2011 (due to the recent shortage at local refin-
eries resulting mainly from maintenance compli-
cations), clients were just happy that the product
was available locally, proving its popularity.
Concrete, on the other hand, has been hailed as
a sustainable and economically viable material
With ageing infrastructure and increased road
maintenance costs being such a costly affair,
Candice Landie facilitates this panel discussion,
which addresses the issue of quality road con-
struction. The discussion looks at the preferred
choice in road construction material, the latest
advances in cement and bitumen, the issues
surrounding sustainability and durability of both
road construction materials, the environmental
impact in the manufacturing processes, and the
stabilisers, seals and pavement polymers cur-
rently available in the marketplace.
QUALITY ROAD CONSTRUCTION
Concrete and bitumen By Candice Landie
for use in construction. But while there’s no
denying that concrete is the most commonly
used building material on the planet, its initial
high manufacturing cost could be cause for
concern. And although concrete is such a widely
used product globally, bitumen has dominated in
the construction of many national roads through-
out South Africa. Despite this, numerous durabil-
ity tests have been performed on both products,
so there’s no denying the strength in asphalt
and concrete, ultimately leaving the decision up
to the consultant/contractor of the project.
IMIESA APRIL 2012 45
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IMIESA APRIL 2012 47
QUALITY ROAD CONSTRUCTION
pre-treatment and sealing
of the existing road prior to
the overlay. The use of geotextile
stress-relieving and waterproofing
interlayers would eliminate this
problem. The use of alternative
methods and labour-based initia-
tives are continually being looked
at for construction and rehabilita-
tion, where geosynthetics are
ideally suited, becoming more
accepted
and have
a greater
role to
play.
Fibertex is
continually
striving to
improve
existing
products offered and create new
solutions. One area pertinent to
the road sector is subsoil drain-
age where conventional subsoil
drains are replaced with compos-
ite fin drains or geocomposite
drainage systems. The second
is the range of ‘road rehabilita-
tion’ products and solutions that
directly address potholing, crack-
sealing and full-width sealing prior
to resurfacing. On more stressed
road pavements, the use of the
reinforcing geosynthetic systems
and products can also be used.
A third area is the use of cellular
systems, which are used in con-
struction of a concrete, flexible,
cast in-situ paving system. This is
an ideal labour-based system.
Your top two biggest municipal projects undertaken by Fibretex?Fibertex does not undertake
Q What is your core business function?RC Fibertex South Africa
is an ISO 9001 accredited
company that manufactures the
international range of Fibertex
geotextiles and is a supplier of
geosynthetic products. These
are used in construction, road
rehabilitation, waste disposal
sites, erosion control and
hydraulic applications. Fibertex
works closely with Geotextiles
Africa cc as our national
distributor of Fibertex geotextiles,
which in turn collectively
markets and sells the range of
geosynthetic products.
Bitumen and asphalt continue to dominate the construction of national roads in South Africa. Why so?National, provincial and munici-
pal sur faced road systems are
designed and constructed to
a set of minimum engineering
standards to withstand traffic vol-
ume and loading. Roads have a
projected life cycle before a deter-
mined minimum rehabilitation
is undertaken. The rural gravel
roads system is constructed
utilising the best locally available
gravel material. Maintenance is
assessed and undertaken on an
annual basis by means of rein-
stating the existing material to a
suitable ride and quality. There is
an increased requirement for the
upgrading of gravel road
systems to a surfaced quality.
This is, once again, undertaken
to the prescribed design stand-
ards, requiring engineered lay-
ers and surfacing, be it asphalt
or concrete. There is ongoing
research into usage of alterna-
tive materials and techniques in
road construction and surfacing,
particularly in low-volume roads.
Road rehabilitation geotextiles
have been successfully used for
ROD CLAUS – Technical marketing manager – FIBERTEX SOUTH AFRICA
the past 25 years internation-
ally and locally in the upgrading
of these gravel roads. However,
acceptance has been limited
locally due to ‘conservatism’ and
also bound by regulatory engi-
neering practice.
What are the challenges facing the road industry, and what new developments are currently under way?Challenges facing the road indus-
try are the ageing road infrastruc-
ture and high volumes, together
with a lack of maintenance and
funds. Poor drainage is another
root cause. The funds being
allocated by national, provincial
and municipal treasuries on an
annual basis will never reduce the
backlog in the rehabilitation of our
road system. We are still awaiting
the full roll-out of the promised
‘multi-billion rand pot hole repair
initiative’ by national government.
Maintaining our surfaced roads
system is generally undertaken by
repairing potholes, which invari-
ably have to be repaired again in
short succession. There are also
crack-sealing techniques, which
have limited effect and longevity.
The more substantial rehabilitation
is by means of use of different
types of surface seals and over-
lays. These are also constructed
to certain national, provincial and
municipal standards using mecha-
nised construction techniques. On
more deteriorated roads, milling
of the existing surface and then
reconstruction are undertaken.
However, the rehabilitation is often
short-lived due to inadequate
projects
itself, but
supplies materials to contractors
undertaking projects for munici-
palities and government depart-
ments. One project was the new
interchange at the intersection of
the N2 at Ballito on the KwaZulu-
Natal North Coast. A geotextile
was used as a separation and
filter layer for the new on- and off-
ramps at the
interchange.
Our vast
international
experience,
professional
advice and
forthcoming
assistance
ensured our
involvement with the Polokwane
airport road project rehabilitation.
A stress-relieving and waterproof-
ing geotextile was placed below
the new asphalt concrete overlay.
With regard to road construction, what solutions can you offer municipalities?Fibertex and its distributor
Geotextiles Africa offer a cost-
effective and proven range of
products, which meet internation-
al specifications for road recon-
struction and rehabilitation. This
is backed up with experienced
and qualified personnel who offer
full technical advice. The products
are based on the most cost-effec-
tive solutions and international
best practice.
We are still awaiting the full roll-out of
the promised ‘multi-billion rand pot hole repair initiative’ by
national government
Far left Ballito Interchange KNS construction From left Polokwane Airport road rehabilitation
PANEL DISCUSSION
Branches South Africa Cape Town Durban Johannesburg Port Elizabeth
Kenya Nairobi Namibia Okahandja Zambia Ndola
Depots Bloemfontein East London Hectorspruit
www.colas.co.za
The Colas cold microsurfacing paving system is the most economical way to repair and waterproof paved road surfaces.
COLAS PAVING THE WAY FORWARD
with Colmat, a cold microsurfacing paving system
QUALITY ROAD CONSTRUCTION
technology are currently under way? We have to match the bitumen
supply available in South Africa
to the increasing demand. We
are working with many other
industry members on this and
are confident that solutions are
being worked out and imple-
mented. We also have to focus
on attracting and training young
people. Infrastructure construc-
tion and maintenance is one of
the sectors
where there
can be sig-
nificant and
broad-based
growth of
employment
that can
benefit soci-
ety at large. Recruiting and train-
ing is a must for our companies
as our skilled workforce is ageing;
this should be an opportunity
for young people who are eager
to learn and contribute. The cur-
rent debate about funding is also
critical for our industry. Should
infrastructure be paid for through
taxes or user fees, or a mix of
both? The only thing I would say
is that infrastructure cannot be
taken for granted and that dedi-
cated source of funding must be
allocated to its construction and
maintenance. If not, it decays
(potholes, cracks in bridges) and
then dies (bridges fall, roads are
Q What is your core business function?TM Colas in South Africa is a
nationwide supplier and applica-
tor of binders, including bitumen
emulsions, modified bitumen,
bitumen rubber and cut backs.
We are engaged with our partners
on the entire bitumen supply
chain to find reliable solutions for
our customers’ bitumen supply.
Our core values are safety, ubun-
tu, quality, continuous innovation
and customer focus. We strive to
reflect them in our actions inside
and outside our company.
There is much talk about the sustainability of concrete, but how does bitumen fair on the ‘green’ marker?The bitumen industry has worked
for a long time to make our
products more environmentally
friendly. Our company’s name
comes from ‘Cold asphalt’ and
came about in the late 1920s
with the advent of bitumen
emulsions which made road
maintenance cleaner and safer.
Emulsions today are the basis
of many environmentally friendly
construction and maintenance
techniques; seals, stabilisation
and resurfacing can be carried
out at ambient temperatures
in a safe manner. Bituminous
pavements are also very easy
to recycle: an ageing premix
pavement can be milled and the
material reused to manufacture
new material, which eliminates
waste and saves aggregates and
bitumen. Modern premix plants
can incorporate 30% of recycled
material on a routine basis and
up to 50% for some mixes. Those
are rates which compare very
favourably to any other industry.
There is also a push across the
industry to lower application
temperatures, reduce emissions
and increase worker safety with
THIERRY MADELON – Managing director – COLAS
warm-mix techniques for premix
and emulsions for seals. There is
always work to do, but bitumen is
getting greener.
Bitumen and asphalt continue to dominate the construction of roads in South Africa? Why so?Cost: bitumen-based techniques
like thin premix or seals are still
the solutions requiring smaller
cash outlays for many types of
roads. It is hard to think of a
technique that can compete with
a single seal
for the surfac-
ing of a sec-
ondary road,
for instance.
Ease of main-
tenance: bitu-
minous pave-
ments are easy
to maintain in terms of cost and
minimal inconvenience to users.
An existing premix road can be
milled, patched and resurfaced in
the course of one or two shifts,
with traffic being allowed on the
construction area during peak
travel times. As we mentioned
above, bituminous pavements are
also 100% recyclable, a definite
plus for the environment and own-
ers’ budgets.
Quality and performance for
drivers: bituminous pavements
are flexible, allowing projects
to proceed successfully, even
if there is some settling of the
sub-grade (there are limits of
course). Premix pavements give
an unmatched comfort to the
users in terms of noise and
overall ride quality. Seals and
premix overlays can be designed
to guarantee long-lasting rugged-
ness, texture for shorter braking
distances and increased safety.
What challenges is the road industry facing, and what new developments/
impassable). I would also add the
industry does have an excellent
asset in many of its people; from
South Africa National Roads
Agency Limited to the smallest
municipality, from the biggest
contractor to the smallest SMME
firm, you can find hardworking
and dedicated people who really
care about what they do and who
come up with sensible and crea-
tive ideas in the best interest of
the public. They will find solutions
to these challenges.
What is your marketshare and what does the major plant and equipment owned by Colas include? We operate in Namibia, Zambia
and Kenya through subsidiaries
there, all focused on the supply,
logistics and application of bind-
ers. We have major emulsion and
modified binder plants in Cape
Town, Durban and Johannesburg,
which are all ISO 9001 cer tified.
Our plant in Cape Town is ISO
14001 cer tified – another proof
that bitumen can be environ-
mentally friendly. We also have
depots in Por t Elizabeth, East
London, Bloemfontein
and Hectorspruit that give us a
true nationwide coverage. We
operate a fleet of state-of-the-
ar t sprayers, bitumen rubber
blenders and micro-sur facing
machines throughout South
Africa, supported by haulers
and mobile storages.
Premix pavements give unmatched
comfort to the users in terms of noise and overall ride quality
PANEL DISCUSSION
IMIESA APRIL 2012 49
oror
From heavy-volume freeways to low-cost gravel roads, we have a
IMIESA APRIL 2012 51
QUALITY ROAD CONSTRUCTION
Dynatest is a leading internation-
al company which develops road
condition measuring equipment
and systems. It is my view that
the latest and exciting develop-
ments in laser imaging of the
road surface will dominate for the
next decade.
What are your top two roads projects since 2010 and the materials chosen for each one?
The first pro-
ject is most
cer tainly the
80 km dual
carriageway
rehabilitation
design of
the National
Route 1 (N1)
from Pretoria
going nor th
to Bela Bela.
The road was built in the 70s
and had to undergo extensive
rehabilitation in the 80s as a
result of the damage caused by
the extensive clay sub-grades
present. Various rehabilitation
Q With regard to road construction/rehabilitation, what services do you offer?PO Jeffares & Green offers the
full spectrum of consulting servic-
es for new or greenfields roads,
as well as for the rehabilitation
and upgrading of existing roads.
The services include feasibility
studies, route determination, pre-
liminary design, initial and detail
assessment for rehabilitation
purposes, detail design, tender
documentation, construction
administration and supervision,
road and pavement management
systems, as well as expert wit-
ness services. Jeffares & Green
has experience in all types of
urban and rural roads such as
gravel, upgrading from gravel to
surfaced, local township net-
works, major urban arterials, rural
single carriageways and urban
and rural highways.
There is much debate over the use of concrete versus bitumen in road. What are your thoughts on the use of these two materials?We will probably continue to have
this debate for many years to
come. They both provide excel-
lent road building materials and
sur faces, as long as they are
used in the correct application.
Each has its advantages and
disadvantages, and it is impor-
tant to ensure the correct specifi-
cation for a particular application.
I believe that we will continue
to see them both being used for
the foreseeable future. Bitumen
is an excellent waterproofing
binder and also improves mate-
rial strengthening to create
asphalt, the flexible properties of
which ensure our ability to build
cost-effective roads. Cement,
on the other hand, is a marvel-
lous product from which we can
PAUL OLIVIER – Director – JEFFARES & GREEN
manufacture the concrete used
to construct pavements, and
it’s hard-standing, hard-wearing
and durable, and it requires
less maintenance.
Bitumen and asphalt continue to dominate the construction of national roads in South Africa? Why so?They continue to provide us with
the two of the best road construc-
tion materials we have for both
bases and surfacing. Our national
road network cov-
ers many climatic
regions, rainfall
areas, geological
formations and,
hence, subgrade
conditions, as well
as traffic inten-
sity and types of
heavy vehicles. As
a result of this,
there will continu-
ously be the need for implement-
ing two pavement types, namely,
flexible and rigid.
What challenges is the road industry facing, and what new developments/technology are currently under way? Given the backlog we now
have with maintaining our road
network asset, the immediate
challenge is to ensure that the
current condition of our road
networks is well captured and
documented so that the optimum
benefit is obtained from the
funds we have to spend across
the network. Since the early
90s, we have collaborated with
Dynatest International, through
our joint venture company, in
pavement data collection and
processing through management
systems to provide optimal fund
allocation for maintenance and
rehabilitation of road networks.
actions have been carried out
since then. We have recently
completed an intensive design
process and are currently super-
vising construction through a
number of phased contracts.
The rehabilitation actions are
typically heavy rehabilitation of
the slow lane and resur facing
of the fast lane and shoulders.
Asphalt has been chosen for the
base and sur facing for the fol-
lowing main reasons: moisture
sensitivity, flexibility and load
carrying capacity. Our second
project is the elimination of the
block paving at three toll plazas
on the National Route 2 (N2) in
KwaZulu-Natal. The specifics of
the plazas were such that we
have designed a different type
of concrete pavement at each of
the three plazas, namely a ‘typi-
cal’ jointed pavement, a ‘typical’
continuously reinforced pavement
and the latest new developing
technology of an ultra-thin contin-
uously reinforced concrete pave-
ment. Concrete was chosen due
to its ability to withstand slow
moving and braking, or accelerat-
ing heavy vehicles, as well as its
hard wearing sur face and its
low maintenance over a long
design period.
There will continuously
be the need for implementing two pavement types, namely,
fl exible and rigid
N1 road rehabilitation
PANEL DISCUSSION
Choosing a concrete road is choosing a sustainable solution
marketing sustainable concrete through advice, education & information
www.cnci.org.za
BRYAN PERRIE – Managing director – CEMENT AND CONCRETE INSTITUTE
QUALITY ROAD CONSTRUCTION
construction of concrete pave-
ments, which includes the use of
the software. In addition, a num-
ber of free publications are avail-
able. More recently, sustainability
has become a
hot topic and in
addition to a gen-
eral publication
on concrete sus-
tainability, a new
book on sustain-
ability of con-
crete pavements
was recently
launched.
What challenges is the road industry facing, and what new developments/technology are currently under way? One of the biggest challenges
is convincing roads authorities
and their political masters of the
huge financial benefits of timeous
maintenance and rehabilitation
of road infrastructure and not
waiting until serious distress is
apparent. Another challenge is
the lack of capacity within most
road authorities and their ability
to spend their allocated budgets.
It is critical that the large amount
of money budgeted for infrastruc-
ture is actually spent. Concrete
pavements have a crucial role
to play in the provision of new
infrastructure because of all the
sustainable benefits mentioned
previously and even more so in
Q What is the Cement and Concrete Institute’s core business function?BP The Cement and Concrete
Institute’s (C&CI) core business
function is to grow the market for
concrete. It does so by providing
information, technical, education
and research services to poten-
tial and existing users, decision
makers and influencers in South
Africa. Information is available
from a very well-equipped infor-
mation centre or via the free
advisory service offered. The
School of Concrete Technology
offers a wide range of courses at
all levels.
Although concrete has been hailed as a sustainable construction material due to its long lifespan, its initial manufacturing cost is still cause for concern. How true is this statement?The initial investment cost is
often and misguidedly used as
a primary economic criterion.
This approach can be erroneous
in purely economic terms if the
costs of maintaining the new
structure are excessive. The use-
ful lifetime of a pavement clearly
plays an important role. There are
mathematical and probabilistic
models that can provide support
for decision-makers taking stra-
tegic long-term decisions of this
kind in the context of short-term
budgetary restrictions.
The life cycle cost analysis
(LCCA) is an example of a deci-
sion-support technique that helps
in assessing the long-term return
of alternative investment options.
One of the main problems with a
deterministic approach to LCCA
is that it uses single values for
the inputs and calculates a single
value for the output. An approach
is to use a probabilistic-based
risk analysis in pavement design
utilising the Monte Carlo simula-
tion technique. This takes into
account the variability of each
input by combining the variability
the individual
inputs to gener-
ate a probability
distribution for
the LCCA cost.
The results
then are not
just one value,
but a whole
distribution on
what possible
values could be.
This approach has been used in
cncPave, the mechanistic design
procedure for concrete pavements
developed by C&CI.
Concrete is a widely-used building material, but its dominance seems to lack in the South African road construction industry. Why is this?Despite all the benefits and
advantages that concrete roads
have, consultants and contractors
are resistant to change and tend
to stay with what they are com-
fortable doing.
There is also a perception that
concrete is only suitable for heav-
ily loaded roads, such as those
on the national routes. This is not
the case and there are a large
number of projects to prove that
concrete pavements are suit-
able for all types of roads. The
C&CI has a focus area dealing
with the promotion of concrete
roads to change perceptions of
clients, consultants and contrac-
tors. In support of these efforts,
C&CI has developed easy-to-use
software called cncPave. This
software is available for free
download at www.cnci.org.za/
EN/Content/Pages/Roads-and-
Paving/cncPave. The Institute
also runs a course on design and
the upgrading of existing pave-
ment infrastructure. Concrete
overlays and inlays provide an
ideal solution for the upgrading of
existing asphalt and unsurfaced
pavements for all categories of
traffic. The development of ultra-
thin concrete pavements has
added to the various types of
concrete pavements available to
the design engineer. The C&CI
believes there is an extremely
important role for concrete pave-
ments in conjunction with other
pavement types to utilise the
best qualities of each material.
In this regard, the Institute is
promoting the use of composite
pavements as opposed to an ‘all
or nothing’ approach.
This approach allows for a
transverse, longitudinal or vertical
combination of pavement materi-
als. In the transverse case, con-
crete can be used in the slower
lanes carrying heavier traffic with
asphalt in the fast lanes; in the
longitudinal case, concrete can
be used in the area of steep
grades where rutting of asphalt is
a problem. In the vertical option,
concrete can be used to provide a
long-life supporting structure with
an asphalt overlay to address
serviceability issues.
There are a large number of projects to prove
that concrete pavements are suitable for all types of roads
IMIESA APRIL 2012 53
PANEL DISCUSSION
54 IMIESA APRIL 2012
WATER AND WASTEWATER
IMIESA APRIL 2012 55IMIESA APRIL 2012 55
DR REINHOLD AMTSBÜCHLER – Head of the Quality Department of
Southern Africa – LAFARGE INDUSTRIES SOUTH AFRICA
QUALITY ROAD CONSTRUCTION
purposes. Roadcem is a
specially designed road binder
that controls the plasticity and
enhances the strength of various
road making materials to ensure
even road travelling.
What are the challenges that the road industry is facing, and what new developments/technology are currently under way? The major challenges are centred
around costs and sourcing short-
term cost-effective solutions to
meet the increasing traffic in
South Africa. The mindset of the
road industry needs to change to
better understand the long-term
benefits of concrete with its known
long-term durability properties. A
Q What is your core business function?Dr RA Lafarge is the world leader
in building materials and is at the
forefront of building innovation in
the cement, concrete, aggregates
and gypsum markets. The com-
pany offers its customers state-
of-the-art products at exceptional
prices and with excellent service.
Innovation is the cornerstone of
the Lafarge business with the
company continually inventing
socially responsible products,
which promote sustainable con-
struction to enhance the preserva-
tion of the planet.
Although concrete has been hailed as a sustainable construction material due to its long lifespan, its initial manufacturing cost is still cause for concern. How true is this statement?It is important to note that con-
crete has long-term benefits.
So despite the fact that it is
initially more expensive, the main-
tenance costs associated with
concrete roads are much more
affordable when compared to
other road surfaces.
Well-designed and constructed
concrete offers exceptional dura-
bility and long life in any structure.
The sustainability of concrete can
be linked to the use of Lafarge’s
extended cement range which
decreases CO2 emissions, result-
ing in positive environmental,
social and economic impacts. The
industry is also looking into ways
of recycling concrete.
Concrete is a widely used building material, but its
dominance seems to lack in the South African road construction industry. Why is this?This is mostly cost dependent.
The growing infrastructure in South
Africa requires many more kilo-
metres of roads. Since decisions
are often made based on finances
available, tar roads are often
the preferred choice as they are
more affordable. Unfortunately,
the maintenance of the road then
becomes expensive in the long
term. Lafarge has supported
the Concrete and
Cement Institute
in undertaking
various concrete
road studies.
The result of one
of these studies
was the use of ultra-
thin, high-strength
overlays that strengthen the top
surface of the road, which has
been highly successful. Ultra-
thin concrete overlays have an
extended life expectancy of about
40 years, which is aided by the
fact that it is resistant to oils,
chemicals and high temperatures.
It requires resurfacing once or
twice in its lifetime, whereas a
typical asphalt road needs a strict
maintenance programme to keep
it in good condition, starting within
two years of placement.
In order to improve on the
quality of the tar road network in
South Africa, Lafarge launched a
specialised cementitious binder
called Roadcem, which enhances
soil stabilisation in the base of
the road. Stabilisation is used to
overcome deficiencies in available
material by enhancing the material
properties for pavement design
good start would be to use the
ultra-thin concrete overlays and
soil stabilisation, which offer
a much more sustainable and
long-term cost saving in terms
of maintenance.
Based on internal and external analysis in 2010, Lafarge was the world’s third largest producer of aggregates and second largest producer of ready-mix concrete. To what does the company owe its dominance and success in the marketplace? The core of Lafarge’s success
can be attributed to its innova-
tive culture, which results in
technical expertise generating
solution-based products to suit
our customers’ needs. Our world-
renowned Research Centre in
Lyon, France, has engineered and
patented many successful prod-
ucts to support the demands of
our markets.
The result of one of these studies was the use of
ultra-thin, high-strength overlays that strengthen
the top surface of the road
Upgrading Section 19 of the N12 Freeway on the eastern side of Johannesburg: The interesting aspect of this project is the use of ultra-thin continuously reinforced concrete paving (CRCP). Lafarge Cement supplied the Powercrete Plus for the CRCP mix and Rapidcem, its innovative CEM II, for the ultra-thin CRCP
PANEL DISCUSSION
A Level 3 BBBEE Contributor
Tel: +27 21 900-4400 Fax: +27 21 900-4468 E-mail: [email protected] Web: www. m u c h a s p h a l t . c o . z a
TOGETHERWE CAN
It takes committed teamwork toachieve a balance between
sustainability and progress in producing quality asphalt products
that keep our clients comingback for more.
That’s our ethos atMuch Asphalt.
A Murray & Roberts company
IMIESA APRIL 2012 57
JOHN ONRAET – Director: Marketing – MUCH ASPHALT
QUALITY ROAD CONSTRUCTION
asphalt, particularly when
recycling is factored into the life
cycle costing.
What are the challenges facing the road industry and what new developments/technology are currently under way? Challenges include the availability
of bitumen, which has become
an enormous problem in South
Africa in recent years, as well as
the ability of
government to
unlock infrastruc-
ture spend and
the shortage of
skilled road con-
struction people.
New develop-
ments include
low-energy-use
products (warm
mix asphalt) and
more durable,
longer-lasting asphalt mixes.
Who makes up Much Asphalt’s customer base and does the company have any accreditations?
What is your core business function?JO Much Asphalt is Southern
Africa’s largest commercial sup-
plier of hot and cold asphalt
products to the road construction
industry. The company strives to
achieve sustainable growth by
forming tactical alliances and part-
nerships, and by strategically posi-
tioning static and mobile mixing
plants in the developing regions of
sub-Saharan Africa.
There is much talk about the sustainability of concrete but how does asphalt fare on the ‘green’ market?Great strides in asphalt manufac-
turing technology have resulted
in lower emissions during the
production process, reduced
temperature mixes, lower energy
usage, high modulus (stif fer) and
longer-lasting products, the inclu-
sion of high volumes of recycled
asphalt, warm and half-warm
asphalt mixes using foamed
bitumen and sophisticated,
efficient dust collection and gas
management systems.
Why does bitumen dominate the local road construction industry?(1) The ratio of ‘greenfields con-
struction of new roads’ to ‘mainte-
nance, rehabilitation and upgrad-
ing of existing roads’ is approxi-
mately 15%:85%, and asphalt is
by far the quickest and easiest
option in the
maintenance
and rehabilita-
tion context.
(2) In the
rehabilitation
context, recy-
cling and reuse
of asphalt that
has exceeded
its design life
is now the
norm and com-
prises up to 50% of the new mix
in some cases.
This saves cost and makes a
valuable contribution to saving our
natural resources.
(3) The cost-effectiveness of
In terms of the marketplace, Much
Asphalt is positioned to supply a
large variety of asphalt products
for all types of roads, from short
access roads to commercial park-
ing areas, tennis courts, private
developments and factory yards,
as well as pedestrian walkways
and domestic driveways, municipal
streets, provincial proclaimed
roads and national freeways and
highways. Much Asphalt also
has the capacity and capability
to design and supply complex
asphalt mixtures to airports and
runways of all sizes.
The company applies special-
ist technologies to provide
high-stress resistant asphalt for
industrial flooring, including fac-
tory flooring, road transport stor-
age depots, military bases for
tanks and cable yards for electri-
cal equipment.
With regard to accreditations,
Much Asphalt is SABS ISO 9001
(2008) Quality Management
Systems listed and a SANS
17025 (2005) accredited test-
ing facility, as well as a Level 3
B-BBEE contributor.
Recycling and reuse of asphalt
that has exceeded its design life is
now the norm and comprises up to 50% of the new
mix in some cases
PANEL DISCUSSION
Gauteng Freeway Improvement
Project
The long and winding road
Almost three decades of experience in road projects lays testament to a solid reputation for innovation and effectiveness. It proves that Zebra Surfacing is a sought after provider of black top surfacing, road rehabilitation and road maintenance services to the public and private sector. For more information contact us at: T +27 (0)21 761 3474 E [email protected] www.zebrasurfacing.co.za
DECADES OF GREAT HITSSince 1984
PANEL DISCUSSION
QUALITY ROAD CONSTRUCTION
Cite the top two biggest municipal projects undertaken by Zebra Surfacing?In terms of complexity and the
sheer scale and visibility of work,
the two projects that spring to
mind are the sur faced routes
associated with the new Cape
Town Stadium and associated
works, and the sur facing works
on the Integrated Rapid Transit
corridors, which is still ongoing.
The sur facing around the new
stadium was per formed under
immense pressure in terms of
deadlines
and at a
time when
previously
unheard-of
volumes of
construction
work were
taking place
simultane-
ously. The
IRT system was subject to simi-
lar deadlines linked to the 2010
World Cup tournament and some
innovative products were called
for and supplied, including a vari-
ety of texture treatments
and colours.
With regard to road/pavement construction,
Q What is your core business function?JP Zebra Surfacing provides black
top surfacing, road rehabilitation
and road maintenance services to
the public and private sector.
What are the main reasons for bitumen's dominance in the local road industry?The adhesive and waterproof-
ing properties of bitumen have
reportedly been used since the
third millennium BC. What makes
bitumen unique is its viscoelas-
tic properties, which enable it
to operate in some ways like a
thick liquid and in some ways
like an elastic. To date, we have
been able to use bitumen in
combination with graded aggre-
gates and other components to
produce asphalt layers and seals
that are able to cope with almost
any traffic loadings. It is impor-
tant to note that sur face seals
are designed purely to protect
the underlying granular layers
and do not provide any structural
strength. Asphalt, on the other
hand, can provide the structural
strength to replace failed layers
in a pavement structure, which
makes it ideal for rehabilitation
and maintenance.
The inconvenience to road
users resulting from an asphalt
maintenance or rehabilitation
operation is a fraction of what
could be expected from the
replacement of granular layers.
The only other sur facing material
that provides a significant chal-
lenge to asphalt is concrete and
there have been recent attempts
to develop thinner, stronger con-
crete layers to try and compete
with the cost of asphalt sur fac-
ing while providing a more dura-
ble sur face. The asphalt industry
is watching these developments
with keen interest, but does not
expect to see significant changes
JONATHAN PEARCE – Technical manager – ZEBRA SURFACING
in the volume of bitumen and
asphalt used.
What are the challenges facing the road industry and what new developments are currently under way? The high cost and tenuous
availability of aggregates and
bitumen have featured in the
media recently and there is
still no real consensus on the
long-term solution for these
issues. Rapidly increasing traffic
volumes and vehicle loads are
placing ever-increasing strain on
road networks
and sur faces
that were never
designed to cope
with them. There
has also been
a significant
loss of skills
and expertise
in the construc-
tion industry in
general. With the road construc-
tion industry possibly being the
least attractive of all construc-
tion disciplines, this has hit hard
right where the rubber meets
the road! Zebra Sur facing has
worked hard at retaining and
developing skills, and I believe
we are uniquely placed as an
experienced sur facing contractor
with the right mix of experience
and innovation.
Keeping up with international
best practice and new products
and processes has always been
important to us, and a strong
focus on research and develop-
ment continues to be one of our
strengths. This includes continu-
ing interest in the development
of warm-mix asphalt, high modu-
lus asphalt and the increased
use of reclaimed asphalt.
what solutions can you offer
municipalities in terms of cost-effective and quality service?Some municipalities are com-
pletely overwhelmed by the
backlog in road maintenance.
Coupled with a serious skills
shortage at construction and
management level, this can lead
to a situation where infrastruc-
ture managers find it hard to
quantify the problem and budget
requests are hard to justify.
Zebra Sur facing provides a
comprehensive service that can
include any or all of the follow-
ing: preparation of a tender docu-
ment suitable for maintenance
and reseal operations, physical
assessment of roads and pro-
duction of budget estimates, the
engagement and development of
emerging contractors, and pro-
fessional application of proven
sur facing materials by skilled
and experienced personnel. In
addition, Zebra Sur facing has
developed a range of sur facing
products specifically to address
the issues that have become
common in our experience, such
as the cost-effective resur fac-
ing of lightly trafficked roads
and restoring skid resistance to
higher-speed routes.
Surface seals are designed to protect
the underlying granular layers
and do not provide structural strength
IMIESA APRIL 2012 59
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PANEL DISCUSSION
QUALITY ROAD CONSTRUCTION
the most economical option.
Historically, South Africa has fol-
lowed British design practice in
many fields of engineering and
‘modern’ concrete pavements
only developed in Britain after
World War II. In Germany and the
United States, however, there is a
much longer history of successful
use of concrete pavements. The
first concrete
freeway in
South Africa
was only con-
structed in the
late 1960s,
and one can
see that since
then there
has been
quite extensive use of concrete
for heavily trafficked routes in
KwaZulu-Natal and Gauteng. The
credit for this must go to the work
done by the C&CI, by Louis Marais
and Bryan Perrie in particular.
PPC encourages the promotion of
concrete paving – and concrete
block paving – through its support
of the C&CI and the Concrete
Manufacturers’ Association.
What are the challenges facing industry, and what
Q What is your core business function?SC PPC’s core business function
is the manufacture of cement,
lime and aggregates. The company
manufactures Portland cement,
CEM I 52.5 N, under the trade
name OPC; Portland composite
cement, CEM II B 42.5 N, under
the trade name SureBuild; various
lime products; ground-granulated
corex slag in the Western Cape;
and aggregates in the Gauteng
area. It also manufactures cement
in Zimbabwe and Botswana, and
supplies aggregates in Botswana.
PPC is the largest cement manu-
facturer in Southern Africa.
Although concrete has been hailed as a sustainable construction material due to its long lifespan, its initial manufacturing cost is still cause of concern. How true is this statement?I don’t think the initial manufac-
turing cost of concrete is too
much of a cause for concern. One
has to cost a pavement over its
STEVE CROSSWELL – Technical support manager (Coastal) – PPC CEMENT
lifetime, including all maintenance
costs and salvage value, if any.
Depending on traffic loadings, soil
conditions and location, concrete
pavements will be either the most
economical option or they won’t
be. I think a greater cause for
concern at the moment is the
shortage of bitumen, which is
causing serious delays and cost
overruns on many
current projects.
As far as the sus-
tainability of con-
crete is concerned,
the Cement and
Concrete Institute
(C&CI) has recently
published a book
called Sustainable
Concrete, which is available for
download at no cost on its web-
site: www.cnci.org.za.
Concrete seems to lack dominance in the South African road construction industry. Why is this so?The reasons are partly his-
torical and partly practical in that
concrete paving is not always
new developments are currently under way?I believe the main challenges will
be skills and project manage-
ment issues rather than materi-
als issues. The main problem, in
my opinion, will be finding suit-
ably qualified and experienced
people to manage projects, both
from the contracting side and,
probably more critically, on the
clients’ (mostly government)
side. As far as PPC is concerned,
the company is investing heavily
in training and details can be
found on our website at www.
ppc.co.za and in our annual
report, which is also available on
the website.
Briefly outline PPC’s involvement in the Western Cape Expansion (Riebeeck Project).It is solely a PPC project to
replace old capacity. This is to
ensure that there is modern,
efficient and environmentally
friendly capacity to ensure sup-
ply for all development in the
Western Cape.
The project is on track and
details can be found on our web-
site and in our annual report.
I don’t think the manufacturing
cost of concrete is too much
of a cause for concern
PPC’s De Hoek factory where kiln 6 is being upgraded as part of PPC’s Western Cape capacity expansion plan
IMIESA APRIL 2012 61
IMIESA APRIL 2012 63
QUALITY ROAD CONSTRUCTION
comes into play: aiding in alleviat-
ing the problems associated with
temperature differentials.
What other products are available in the Roadtec range?Roadtec offers an extensive line
of pavers that we consider to be
the most reliable and maintenance-
free pavers in the industry. They
are simply
designed and
well balanced for
maximum trac-
tive effort and
can be equipped
with a variety of
screeds, all with
electric heat as
standard equip-
ment. Products
include asphalt
pavers, asphalt
screeds, transfer
vehicles, milling machines, in-place
recycling and brooms. Each prod-
uct features different machines
designed to specification. Full
product information, descriptions
and specifications are available on
www.roadtec.com.
With regard to parts and services, what support is
Q What is your core business function?PV Osborn provides the world
mining and quarry markets with
a full range of crushers, feeders,
screens and conveyors. We are
reputed to be one of South Africa’s
foremost materials handling con-
tractors, and we also specialise in
skid-mounted crushing and screen-
ing plants. In addition, Osborn is
the official South African original
equipment manufacturer (OEM)
dealer for Roadtec – supplier of
the Shuttle Buggy materials trans-
fer vehicle (MTV). Roadtec is a
part of Astec Industries, a corpora-
tion known as a world leader in
asphalt technology.
Ageing road infrastructure is a huge cause for concern. What developments/technologies can assist with this problem?The SB-2500 Shuttle Buggy MTV,
the biggest in its range, can store
and transfer hot-mixed asphalt
material from a truck to a paver
for continuous paving. A patented
anti-segregation auger remixes
materials just before they are deliv-
ered to the asphalt paver. The 25 t
surge capacity of the Shuttle Buggy
MTV allows trucks to unload mate-
rial immediately and return to the
PEET VENTER – Product sales manager – OSBORN*
asphalt plant – adding that extra
convenience and time-saving factor,
which is essential in road construc-
tion. According to a case study
documented with the Washington
State Department of Transportation
(USA), “The detrimental effects of
low compaction temperatures or
aggregate segregation have been
documented for at least 40 years.
Lower compaction temperatures
are directly related to an increase
in air void content, which decreas-
es the strength
of the paved road
surface. Even
with a perfect
mix design, if the
mix is not prop-
erly compacted
in the field, the
final product will
not last for its
intended length
of time.”
The study
also found that
although no one single piece of
equipment or operation will guaran-
tee that temperature differentials
will not occur, techniques can
be utilised to offset the effects
of the temperature differentials.
This is where the intelligent store
and immediate transfer of hot-mix
asphalt and anti-segregation mix-
ers on the SB-2500 Shuttle Buggy
"If the mix is not properly
compacted in the fi eld, the
fi nal product will not last for its
intended length of time”
Right The infrared photographic evidence of paving with and without a Shuttle Buggy MTV. The photo at the top is without a Shuttle Buggy, the bottom with a Shuttle BuggyBelow Another successful commissioning of the Shuttle Buggy MTV in South Africa
offered by Roadtec?Full support is provided by Osborn
for all Roadtec units sold in
RSA and neighbouring African
Countries. In addition, service
procedure documents for the
Shuttle Buggy are available for
download on the Roadtec website.
These include hydraulic pressure
settings, engine fault code diag-
nostics, brake release procedure,
lower procedure and manual
hood raise procedure. In addition,
Roadtec also maintains a com-
plete supply of replacement parts
for Roadtec and competitive brand
equipment, as well as a parts
catalogue for competitive branded
parts. Even more impressive is
the Roadtec Rebuild service, which
offers the following:
• rebuild all major brands of
pavers, MTVs, cold planers
and stabilisers
• rebuild components of all
equipment
• rebuild equipment
• technical training programmes
to help staff assess wear and
performance
• complete component exchange
programmes for conveyors,
hydraulics and more
• machine updates and aftermar-
ket upgrades.
*Official OEM dealers for Roadtec
in South Africa
PANEL DISCUSSION
SASTT contact details:
Web: www.sastt.org.za
President: Andries Lötz
Tel: (011) 688 1483Fax: (011) 688 1524
E-mail: [email protected]
Honorary director: Joop van Wamelen
Tel: (012) 567 4026 Fax: 086 668 4026
E-mail: [email protected]
IMIESA APRIL 2012 65
- Asset management data collection - Conditional pipe assessment - GIS mapping - CCTV pipe inspections - Sonar pipe Inspections - High pressure Jetting - Intrusion Cutting
Call :
Web : www.camjet.co.za Email : [email protected]
For those who want to see what lies beneath….
Durban: 031 579 2240
Cape Town: 021 680 0676076 403 7320
SASTT
No-Dig India Summit 2012
THE EVENT is one of a series of regional
education and training events organised
by ISTT. The conference features the
ISTT Trenchless Masterclass – a programme
of presentations by international experts Dr
Samuel Ariaratnam and Dr Dec Downey, who
will share their expertise on a broad range of
trenchless installation and repair techniques.
The programme will also include practical
examples of case studies to complement the
masterclass topics.
“India’s programmes to modernise its
underground utility systems present exciting
opportunities for the trenchless industry to
introduce new products and techniques in
this rapidly expanding market,” comments
Ariaratnam, chairman of ISTT. “The master-
class programmes have been extremely well
received in other countries and we are look-
ing forward to presenting to a new audi-
ence in India where early indications suggest
that a top-quality educational programme will
be welcomed.”
No-dig India Summit 2012 is organised
on behalf of ISTT by UK-based Westrade
Group Ltd.
For more information visit www.no-digindia.com.
The International Society for Trenchless Technology (ISTT) has announced that No-Dig India Summit 2012 is to be held in Bangalore, 14 to 15 May this year.
IMIESA APRIL 2012 67
SWAG LININGTM
Swagelining is an interactive tight fitting HDPE liner
extending the service life of pressure pipes and is suitable
for the rehabilitation of:
Sewer Pumping Mains
Water Distribution Mains
Petrochemical & Gas pipelines
Mine Tailings pipelines
Tel: 011 906 8000 [email protected] www.rare.co.za
EXTENDING THE FRONTIERS IN POLYMER LINING APPLICATIONS IN CHALLENGING ENVIRONMENTS
SASTT
Over the past couple of years, the Rare Group has undertaken numerous Swagelining projects for the mining sector across the continent.
MINES IN AFRICA have limited
resources in terms of reliable local
service companies, so they often
make use of South African companies that hap-
pen to be on site and have the necessary skills
and equipment to help out with engineering
problems beyond the scope of the work they’re
there to do in the first place.
“Our involvement in Africa began when we
installed a new Swagelining slurry pipeline at a
mine near Kolwezi just over a year ago,” says
Rare operations director Wally van Coller.
“Mine management was so satisfied with
the service they got from us that they asked
us to do a couple of other small jobs since we
had the people and equipment on site. This
rapidly escalated into bigger projects and
today we have over 100 people employed at
SWAGELINING
Rare Congo, our affiliate company at Kolwezi,”
explains Van Coller.
Swagelining technology is used for corrosion
prevention and life extension of new and exist-
ing pipelines used in a range of industry applica-
tions, such as mining slurry, gas, potable water,
sewage, water injection, crude oil, cement
and chemicals.
The Swagelining system is the insertion of
liners into pipelines of up to 60” (1.52 m)
in diameter for structural and non-structural
applications.
It works by installing a tight-fitting polymer
liner into new or existing pipelines by design-
ing and constructing a liner that has an out-
side diameter slightly larger than the inside
diameter of the pipe to be lined. The aim is
to maximise pulling lengths, which in turn
leads to reduced numbers of connections and
excavations. The Swagelining technique uses a
naturally reverting recovery system after instal-
lation. The liner is installed into a host pipe by
pulling it through a reduction die using a winch,
which temporarily reduces its diameter, allow-
ing for easy installation.
Once it is pulled completely through the
pipe, the pulling force is removed and the liner
returns to its original diameter, pressing tightly
The aim is to maximise pulling lengths, which leads to reduced numbers of connections and excavations
Looking down a 870 m section of rehabilitated pipeline
Pipeline technology popular in Africa
IMIESA APRIL 2012 69
Our range of services include:
• Pipe Bursting
• Horizontal Directional Drilling
• Pipe Rehabilitation
• Slip Lining
• Pipe R ming
• CCTV Inspection
• Dewatering
• Industrial Pipe Cleaning
• HDPE Welding
• Deep Excavation and Shoring
• Underground Service Detection
• Close-fi t lining: COMPACT PIPE
For more information you can contact us: +27 (0)21 761 3474 F +27 (0)21 797 1151 E [email protected] www.tt-innovations.co.za
Trenchless Technology Specialists
against the inside wall of the host pipe. The
tight-fitting polymer liner results in a flow capac-
ity close to that of the original pipeline.
The Swagelining system uses high-density
polyethylene liners (HDPE), which offer a range
of benefits to the mining industry with regard to
asset integrity. The polymer is highly resistant
to abrasion, which increases the lifespan of
the pipeline. The smooth surface of the poly-
mer liner decreases resistance, which reduces
the overall power consumption required to run
the pipe. By rehabilitating existing corroded
pipelines with structural liners, the liner can
take the working pressure off the pipe. This
can result in significant cost savings and opera-
tional efficiencies for the pipeline operator.
“Naturally, these projects are more than just
pipes and pipelines,” adds Van Coller. “Besides
partnering with a local company which does
the civil work, we had to tap from our in-house
experience or employ people who could do the
work required. For example, we’ve just com-
pleted a large ore-pass 500 m underground
for this opencast copper mine, which also
has an underground shaft. Although this was
outside the scope of our usual work, we simply
employed people who could design and install
the civils, wear linings and conveyors systems
to complete the job in seven months – a third
of the time that a previous contractor took to
build an ore pass.
New pipeline work, installed above or below
sur face, as well as pipe rehabilitation, is
mostly undertaken with Swagelining technol-
ogy, a method of lining steel pipe with a HDPE
liner to extend pipe life far beyond steel pipe’s
normal life expectancy, especially in the case
of slurries.
“We have the sole right in Africa to this British
technology,” says Van Coller. “Originally, it was
developed to rehabilitate leaking cast iron gas
piping in England. Today we use Swagelining
technology on all types of applications where
corrosion and abrasion impacts dramatically
on pipe life.” The traditional method of rehabili-
tating a pipeline is to dig it up and replace it,
which incurs a major expense and is extremely
difficult in the case of old pipe that may now
run under built-up areas.
“Depending on the condition of the pipeline
we can either use the Swagelining process or
the CIPP (cured in place pipe) process to re-line
the inside of the pipe to extend the pipeline life
another lifetime,” explains Van Coller.
“The Swagelining process applies tight fit or
inter ference fit HDPE liner inside the pipe in
situ to protect it from further corrosion while
cathodic protection will protect the outside.
This lining with its lower friction improves flow,
which in turn reduces the power requirement
from the pumping side.
“We’ve just completed a 900 mm diameter
concrete sewerage pipeline in Port Elizabeth,
but CIPP technology can also be used to fix
leaking steel, asbestos and fibreglass water
pipelines,” adds Van Coller.
“The CIPP process is mainly for larger diam-
eter pipe and consists of a process where a
‘sock’ of special needle-punched polyester
material soaked with tailor-made resins is
pulled through the pipe, followed by either hot
water or steam to cure the resin in the sock to
form a new liner.” These liners can also struc-
turally restore the original pipe.
All these technologies are brought to custom-
ers through a total cost of ownership scheme,
which the Rare Group calls the Xtender man-
agement programme.
“Our business model is unique in that we not
only supply all the equipment you need to get
water from the dam to the tap in your home,
but we’ve introduced several technologies to
rehabilitate systems cost-effectively,” states
Van Coller.
This lining with its lower friction improves fl ow, which in turn reduces the power requirement
SASTT
Pipeling rehabilitation under way
NEWS
We take this opportunity to invite you to purchase this collectors item:
ORDER FORM
For Invoicing purposes:Name:_ _____________________
Address: ______________________
______________________
______________________
Postal Code: ______________________ VAT Number:_________________
Contact No:_ _____________________E mail ________:_ ______________
Number of Hard Copies @ R455.00 Including VAT _________
Number of Soft Copies @ R200.00 Including VAT _________
Please complete and return to IMESA at fax - 0312 66-5094 or email – [email protected]
An journey through time RefelectionsContact IMESA at 0312 66-3263f or more info.
IMESAIMESA
VAT Number:
70 IMIESA APRIL 2012
Please outline your studies in detailI initially started my studies at the
University of the Witwatersrand
where I was offered a full bursary
from the university for my first
year as a result of my academic
achievements at high school and
completed my first year there.
I completed my studies at
University of Johannesburg. I
ended last year having achieved
IMESA bursary student plans his futureScylagh Clunie received an award for achieving the highest overall marks for five major fields in his final year. IMIESA catches up with him.
the highest overall marks for
the five major fields of study-
ing in my final year. These were
urban hydraulics, geotechnical
engineering, project management,
structural engineering as well as
urban management.
When did you receive the IMESA bursary? I received the IMESA bursary for
the last three years of my studies.
Are you currently employed? I am currently working for Klunene
cc. We specialise in stormwater,
road, sewer and water design .
What are your professional ambitions over the next five years?I want to stay with Klunene cc
for at least five years and to regis-
ter professionally.
What, in your opinion, are great engineering feats accomplished in the last decade? The Water Wheel in Falkirk,
Scotland, is one of my favourite
engineering feats. It’s a rotational,
boat-moving structure that links
two canals that are on two
different levels. The principles
used in balancing the two arms of
the structure are exquisite.
IMESAIMESA
IMIESA APRIL 2012 71
NEWS
IMESA’s coffee table book, Reflections, was launched at last year’s conference to coincide with the institute’s Golden Jubilee celebrations.
IMESAIMESA
THE BOOK PROVIDES a comprehen-
sive history of IMESA from its found-
ing through to its standing today. The
author, Professor Johannes Haarhoff, has
combined his 35 years of experience in
engineering and his passion as a historian to
outline in great detail various insights into the
history of municipal engineering.
This ar ticle is the first of a series outlining
the content of the book.
The need for municipal engineeringThe fate of the municipal engineer is inextrica-
bly linked to the efficiency of local government
and the public recognition of its authority.
The 19th century in England provides an
ideal example of how the structures of local
government first had to be established before
the engineers could tackle the unprecedented
overcrowding and unsanitary conditions in
the cities.
The South African War (1899-1902) was a
catalyst for the orderly evolution of local gov-
ernment in South Africa. During reconstruction
effor ts after the war, engineers from England
were called on for assistance and a large num-
ber decided to stay on – making South Africa
their new home.
Consequently, at the turn of the 20th century
the majority of municipal engineers in South
Africa were originally of English descent. By
1905, there were enough members of the
Association of Municipal Engineers in the
country to warrant the formation of an African
District within the association.
The formation of the AMSEIn 1873, the Association of Municipal and
Sanitary Engineers (AMSE) held its inaugural
meeting at the Institution for Civil Engineers
in London. By 1898 the association had a
membership of 877 and by 1922 this number
had ballooned to 3 202. This remarkable
growth was as a result of England recognising
that specialised disciplines had risen from
parent institutions. By this stage the Sanitary
Refl ections A journey through IMESA
Institute had been formed in addition to the
likes of:
• Institute of Sanitary Engineers
• British Association of Water Engineers
• Association of Managers of Sewage
Disposal Works.
Municipal progress in South AfricaThe urbanisation of England began in the
middle of the 18th century; in South Africa
it began around 100 years later. The urban
centres outside of Cape Town were small and
few amid the largely rural and agricultural
economy.
However this changed rapidly with the dis-
covery of diamonds in Kimberley (1876) and
gold on the Witwatersrand (1886). Large
communities sprang up overnight and there
is a plethora of evidence that unsanitary and
chaotic conditions in these mining towns pre-
vailed. The development of local government
under these conditions was impeded and
proved to be a long and painful process. The
development of water supply and sanitation in
most urban centres in South Africa followed a
consistent pattern of bitter political rivalry and
fierce resistance by inhabitants to sanitary
reforms that would be considered self-evident
today.
The role of the municipal engineer during
these formative years has only recently been
studied in some detail. The early municipal
engineers often seemed to have borne the
brunt of public frustration with urban prob-
lems not necessarily related to the provision
of proper municipal services. Anecdotal exam-
ples include:
• Emil Lutz, the first town engineer of Pretoria,
was accused in 1897 of exceeding his
powers in the awarding of tenders. When
his conduct was investigated it was found
that to be an unclear definition of his
responsibility.
• The first town engineer of Johannesburg,
WH Miles, had his salary reduced by 50%
through no fault of his own – the city expe-
rienced financial problems in 1890. He
was then forced to take on the additional
duties of health inspector for no extra remu-
neration. When it was pointed out that Miles
could not possibly cope with this workload,
President Kruger himself suggested he be
fined if he did not cope. Unsurprisingly,
Miles was fired in July 1892 for not properly
discharging his duties.
• Miles’ successor, GR Grey, was fired one
year later for recommending a tender that
was not the lowest, but motivated by other
reasons.
Despite these political problems there is
evidence of an informal network among the
technical officers of the different cities. In
1891 the health committee of Johannesburg
engaged other large cities about their sani-
tation systems for comparison. In 1898,
Durban’s town engineer visited Pretoria to give
advice on the selection of road-building materi-
als, the best method to construct sidewalks
and to give an opinion on an effective drainage
system for the city.
A year later, a deputation from Pretoria
visited Cape Town and Bloemfontein to gain
municipal experience from their peers.
Professor Johannes Haarhoff, author of Reflections, signs a copy of the book for
Debbie Anderson of IMESA head office at the 75th IMESA Conference and Exhibition
IMIESA APRIL 2012 71
72 IMIESA APRIL 2012
SAPPMA hosts 3rd annual golf day
A TOTAL OF 72 players took to the field
on a warm and sunny Friday morning
– happy to be out of the office and to
spend a perfect summer’s day with friends and
colleagues in the plastic pipe industry.
“Our golf day grows in numbers, popular-
ity and enthusiastic support each year,” says
SAPPMA chairman, Jan Venter.
Above left The winning team were from Global Plastic Welding. Seen here with Louise Muller of SAPPMA are Meyndert de Klerk, Gary Enslin, Craig Hanekom and Eugene Greyling
Above right The Protea Polymers team finished in 2nd place and included Jehiel Lawrence, Pieter Swart, Simon Morgan and Ken Morgan
Above Nyami Mandindi, the new CEO of SSI Engineers and Environ-mental Consultants
“This year we had 18 teams consist-
ing of SAPPMA members and their clients
socialising and networking with each other.
New CEO for SSI Engineers and Environmental Consultants
SSI IS A member of the DHV Group
– an engineering group with global
influence, operating in 30 countries
through 75 offices. Mandindi succeeds Naren
Bhojaram, who has been promoted to the
position of regional director Africa for the
DHV Group. Mandindi intends to entrench the
economic, environmental and social relevance
of infrastructure projects that SSI Engineering
and Environmental Consultants u ndertakes.
These get-togethers have proven their worth
in boosting industry morale and forming last-
ing partnerships.”
CHARLENE LAMB joined Lafarge late last year. She studied communica-
tion in South Africa and public relations at the University of California, Los Angeles, in the United States.
New communications manager for Lafarge Cement
The Southern African Plastic Pipe Manufacturers Association (SAPPMA) recently hosted its third annual golf day at the Irene Country Club.
SSI Engineers and Environmental Consultants (SSI) has officially announced Nyami Mandindi to be the new CEO of the company.
Her desire is not only for SSI to implement hard-
core engineering, but to ensure that the execution
of projects speaks to the dreams and aspiration
of the people of South Africa. Engineering excel-
lence needs to address social and community
needs if the challenge of increasing urbanisation
is to be addressed intelligently.
PEOPLE & EVENTS
72 IMIESA APRIL 2012
PRODUCTS & SERVICES
Culverts for Sishen South railway
WITH ITS national footprint of fac-
tories, Rocla’s ability to produce
high volumes met the customer’s
demand for 100 t of SATS culver ts per day
required for stormwater drainage beneath the
railway line. This contract was challenging for
Rocla, specifically during the winter months,
when temperatures reach below 0°C and long-
er curing periods are required. The company
added a nightshift team at its Karoo factory to
meet the tight deadlines of the contract.
A view of culverts being positioned “The contract specified for culverts with a fill
height of 5 to 10 m and thicker deck and leg
requirements. During the contract, there was
an adjustment that influenced our planning in
that different moulds had to be utilised. Due
to Rocla’s flexibility to customise our products
to suit customer’s needs, our various facilities
were able to adjust the production schedule in
order to meet the delivery demands,” explains
Andre Pienaar, business manager at Rocla.
Rocla has been awarded the contract to supply SATS culverts for the Khumani Mine Key Expansion Project and Postmasburg siding of the Sishen South railway upgrade project.
Plug-in seals now available
UNLIKE WITH dry installed
equipment, any fluid that
manages to leak through
the seals will accumulate in the
pump or mixer and cannot be
drained in operation. The result-
ant seal leakage will always cause
numerous problems.
Flygt Plug-in seals are thorough-
ly pretested for tightness before
deliver y. All double-seal compo-
nents are supplied and assembled
in a tandem arrangement incorpo-
rated into one single-unit assembly.
These seals feature robust seal rings and
are solid, with faces formed of the same
Both the seal faces and springs remain protected
The reliability of a submersible pump or mixer will always be as good as the reliability of its seal system.
material as the rest of the ring. The seals will
not warp as a result of temperature changes
and there is no risk of bi-metallic effect,
ensuring that seal faces do not lose shape
or separate from the ring.
The seal face is also protected from other
deformations caused by expansion or shrink-
age. This one-material design maintains a
high-quality seal over time, since the faces
cannot slip, become detached from the seal
ring or warp to a non-sealing shape.
The Flygt Plug-in seal is available from ITT.
IMIESA APRIL 2012 73
74 IMIESA APRIL 2012
PRODUCTS & SERVICES
74 IMIESA APRIL 2012
and medium businesses, improve the qual-
ity of their own lives and contribute towards
uplifting the standard of living of their commu-
nities. Becoming a Level 2 B-BBEE contributor
falls naturally within the ambit of that phi-
losophy and becomes neatly aligned with our
corporate policies.”
AfriSam becomes Level 2 B-BBEE contributor
COMMENTING ON this significant
achievement, AfriSam chief executive
of ficer, Stephan Olivier, expressed
his satisfaction, pointing out that it was a
demonstration of AfriSam’s commitment to
being a responsible corporate citizen, intent
on contributing positively to the country’s
socio-economic development.
“Two of our main corporate values revolve
around ‘people’ and ‘planet’,” Olivier contin-
ues. “In obtaining B-BBEE accreditation, we
AfriSam places a high value on its people, based on the conviction that the company, its performance and successes are ultimately driven by people
focused substantial resources on the ‘people’
element as the company, its per formance and
success are, ultimately, driven by people.”
“It is this conviction that led us to develop
an intense corporate social responsibility pro-
gramme, with a primary focus on education
and conservation. Projects within this por tfolio
aim to empower and equip communities with
the knowledge, skills, tools and facilities nec-
essary to become self-reliant and sustainable.
This enables communities to develop small
AfriSam has been accredited by the National Empowerment Rating Agency (NERA) as a Level 2 B-BBEE contributor.
New skid steers and telescopic handlers
THE BOBCAT M-Series loaders feature
numerous improvements, including
more power ful hydraulics, improved dig-
ging and pushing power, increased hydraulic
horsepower, increased rollback angle and
increased fuel capacity for improved endur-
ance and productivity.
Refined hydraulics and the toughest, larg-
est drive chains deliver exceptional drive train
The new skid steers feature more powerful hydraulics and improved digging and pushing power, as well as increased hydraulic horsepower
durability, allowing the drive system to provide
a lot more tractive effort. The new Bobcat TL
range of telescopic loaders offers the best
possible performance in terms of engine power
and hydraulic pump capacities, while innovative
features deliver maximum productivity.
A full selection of attachments is available
for the new range of Telescopic Handlers,
offering the flexibility to do more with one
Bobcat Equipment South Africa recently launched the Bobcat M-Series skid steer loaders and the latest generation of telescopic handlers.
machine. Bobcat TL360 and TL 470 tel-
escopic loaders incorporate high-per formance
and fuel-ef ficient engines, combined with
refined and power ful, but smooth, hydraulic
systems.
IMIESA APRIL 2012 75
WATER AND WASTEWATER
IMIESA APRIL 2012 75
DFC WATER has completed a R9.5 million valve supply order for
Qatar’s public works authority, Ashghal, which involves ship-
ping a second batch of 30 stainless steel Vent-O-Mat sewage
air release and vacuum valves to the Doha North sewage treatment
and pumping works.
The valves are identical to an initial batch of 30 valves shipped in
late 2010. All 60 Vent-O-Mats are being installed for pipeline protec-
tion. The Doha North sewage treatment and pumping works is the
largest greenfield wastewater treatment, water reuse and sludge
treatment project in Qatar. Designed to treat up to 439 000 m3 of
wastewater each day, the works will receive sludge from treatment
plants across northern Qatar, meeting the demand of West Bay, Al
Dafna, Al Khorayat and Umm Salal for the next 30 years and benefiting
an estimated 800 000 people. Treated water from the plant will be
used for industrial purposes, while by-products will be used as organic
fertilisers and as a supplementary green source of energy.
Lubrication system launched
PRODUCTS & SERVICES
HYDRAULIC HAMMERS require
a different lubricant to other
lubrication points on an excava-
tor, and are often disconnected
for use on other machines.
Even though hydraulic hammers are
mainly used for ‘rough’ work, they are
in fact sensitive devices that must be
handled very carefully when lubricated.
When a hydraulic hammer fails due to
inadequate or insufficient lubrication, the
outcome is, in most instances, very costly
as failures frequently take place during
a planned or scheduled operation and
cause interruptions at critical times.
Automatic lubrication systems on
hydraulic hammers are of vital importance to meet the exact stand-
ards and narrow time windows typically encountered in demolition
work. SKF has developed a new hydraulic lubrication pump, HS04,
specifically for hydraulic hammers.
New generation lubrication system solutions for hydraulic hammers from SKF
Valves for Qatar
ABOVE A batch of Vent-O-Mat valves for Doha North
IMIESA APRIL 2012 77
High-effi ciency pump range launchedA new range of high-efficiency end-suction pumps for the agricultural and industrial markets, the FPS S-Series, has been launched by Franklin Electric South Africa.
THE FPS S-Series features sev-
eral upgrades and changes,
which include some industr y
firsts that will benefit the consumer in
South Africa.
“Our major focus is on high efficiency,
in line with our continuous improvement
programme, which will also have a positive
spin-off on cost of operation and total cost of
ownership,” explains Bryan Storrier, product
,
t
tive
cost of
product
manager at Franklin Electric South Africa
(FESA). By incorporating manufacturing
methods and materials that are used
throughout the world, FESA has been able
to raise the efficiency levels of the new
range significantly.
The PERI Group has successfully negotiated the takeover of Wiehahn Formwork and Scaffolding.
WIEHAHN has been one of the mar-
ket leaders in the South African
formwork and scaffolding industry
for over 40 years and the sole PERI distributor
for more than 10 years. Consequently, PERI
is already an established brand in the South
African market.
The know-how of PERI specialists and their
experience gained from projects worldwide will
give additional impetus for fur ther develop-
ment of solutions, systems and products for
the local market.
With the acquisition of Wiehahn Formwork
and Scaffolding, PERI is showing a great
deal of confidence in South Africa and Africa
given the depressed nature of global mar-
kets. The company does not only view this
acquisition as an opportunity to invest in
South Africa, but also to expand its presence
and business activities in additional African
regions. “The local management of Wiehahn
The FPS S-Series of pumps is now available
PERI is providing innovative formwork solutions to a large commercial building in the middle of Rosebank, Johannesburg. Slab tables provide edge protection with integrated soffit profile forming the architectural finish to the upturned soffit at the edge, and SKYDECK, the lightweight aluminium panel formwork system, was used for efficient production of the rest of the slab area
Formwork and Scaffolding has welcomed the
acquisition as a vote of confidence and a posi-
tive investment in the construction industry
in Africa. Wiehahn’s employees are excited
about joining the ‘PERI family’ and bringing
additional service offerings to their market
and customers,” says South African managing
director, Johan Cilliers.
PERI invests in Southern Africa
PRODUCTS & SERVICES
78 IMIESA APRIL 2012
Integrated Waste Management PlansWaste Disposal StrategiesIdentification and permitting of landfill sitesDesign of General and Hazardous Waste sitesDesign of Solid Waste Transfer StationsDesign of Material Recovery FacilitiesOptimisation of Waste Collection SystemsAuditing of Waste Management FacilitiesDevelopment of Operational PlansClosure and Rehabilitation of LandfillsQuality Assurance on Synthetic LinersWaste Recycling Plans
Specialist Waste Management ConsultantsSustainable and appropriate engineering solutions with integrity and professionalism.
Jan Palm Consulting EngineersTel +27 21 982 6570 / Fax +27 21 981 0868 / E-mail [email protected] / www.jpce.co.za
Gansbaai Recycling Centre
Velddrif Transfer Station
Botrivier Drop-off
Hermanus Materials Recovery Facility
Vissershok Waste Management Facility
Stanford Drop-off
Shaping the future of mobilityWith its development of alternative drive systems, Daimler is investing in three technologies – hybrid drive, electric motors and fuel cells – with the goal of achieving emission-free mobility.
FOUR VEHICLE brands are concentrat-
ed under the Mercedes-Benz South
Africa Commercial vehicle stable.
These include:
• Mercedes-Benz trucks, which are synony-
mous with first-class product and service
78 IMIESA APRIL 2012
PRODUCTS & SERVICES
IMIESA APRIL 2012 79
WATER AND WASTEWATER
INNOVATIVE AND COSTEFFECTIVE METHODS
FOR SOLVING YOURPIPING PROBLEMS
TODAY!CAPE TOWN- 021 380 4740
JOHANNESBURG- 011 975 2369/71
TOLL FREE- 0800 225 466
www.jetvac.co.za
S O U T H A F R I C A ®
DRAIN CLEANING - LIQUID WASTE SOLUTIONS - CCTV PIPE INSPECTIONS - PIPE REHABILITATION - PUMP HIRE
quality, cost-effectiveness, reliability and sus-
tainability. Whether the vehicle required is
for long-haul distribution or construction site
operation, Mercedes-Benz provides individual
and reliable solutions in the medium and
heavy-duty truck segments.
• Mercedes-Benz vans consistently invest in
new products and technologies. The Vito and
Viano range have been satisfying customers
for several years and new models, equipped
with BlueEFFICIENCY technology, meet the
highest standards of efficiency, economy, and
environmental friendliness. Another vehicle,
the Vito E-CELL, is the first series-produced
electric van on the market, making it the lead-
ing exponent of ‘green mobility.’
• Mercedes-Benz bus and coach. Offering bus
chassis and the Multego semi-luxury coach,
the OF1730 commuter bus, these buses are
specifically designed to meet South Africa’s
tough road conditions and play an integral part
in providing world-class transport services in
both the public and private sectors.
• In South Africa, Argosy is the vehicle of choice
for long-distance haulage. The Western Star
brand offers abnormal heavy-duty trucks,
which are primarily for use by owner-oper-
ators or small fleets. Western Star serves
market niches such as special and construc-
tion site applications as well as on-highway
long-haul transport.
• The Mitsubishi FUSO brand has made a name
Opposite page Fleet management is available through Charterway
Above left Daimler is exploring alternative drive systems as illustrated by the Vito E-Cell
Above An Axor application for the construction industry
for itself worldwide as a quality conscious
manufacturer. The vehicles developed and
produced by FUSO are not only of high quality,
they are also cost-effective and tailored to the
requirements of their application areas.
• Mercedes-Benz South Africa provides its
customers with a full range of automotive
financial services including financing, leasing,
insurance and fleet management.
IMIESA APRIL 2012 79
80 IMIESA APRIL 2012
PRODUCTS & SERVICES
80 IMIESA APRIL 2012
Updated Fundamentals of Concrete available
THE BOOK is intended for students
of engineering, building management,
quantity surveying, architecture and
other practitioners who require a working
knowledge of the subject.
The new 308-page edition has been updated
and extensively expanded, and now covers
sustainability, concrete’s constituent materi-
als, the properties of fresh and hardened
concrete, mix design and proportioning, qual-
ity control and statistics, formwork, reinforce-
ment, manufacture and handling of concrete,
sand-cement mixes, appearance of concrete
and special concretes.
The updated, second edition of the Cement & Concrete Institute’s acclaimed reference book, Fundamentals of Concrete, is now available.
Red-hot red dot design THE AWARD SERVES as a seal of high
design quality from the world’s largest
and most distinguished design competi-
tion. The red dot product design awards 2011
honoured outstanding industrial design and
celebrated the team behind the concept. Only
the very best products, from 15 categories,
managed to convince the jury and this year
4 433 products were entered by designers
and companies from 60 countries worldwide.
The Volvo L220G was entered into the vehicle
category, where it was awarded a red dot prize.
The L220G wheel loader is part of Volvo’s new
G-Series range and stood out from the crowd
because of its fuel-efficient and productive
design, with 20% increased lifting force, 10%
improved breakout force and stronger hydrau-
lics. Entirely Volvo-designed, the machine works
in perfect, productive, fuel-efficient harmony.
The L220G wheel loader from Volvo Construction Equipment wowed a panel of design experts in Essen, Germany, to win a red dot award
IMIESA APRIL 2012 81
PRODUCTS & SERVICES
Africa’s
leader in
natural
resource
and
development
solutions
Tel: +27(0) 11 441 1111 www.srk.co.za
Advanced composite cementsThe 20th century concept of so-called ‘pure’ Portland cement is rapidly becoming obsolete with the development of technologically advanced composite cements far more suited to visionary 21st century needs.
WE ARE CHALLENGED with balancing
the increasing demands of ever-
more sophisticated business and
industry needs with a fragile environment under
growing pressure,” Grant Neser, AfriSam’s
commercial executive, points out.
“We cannot afford to keep producing cement
with conventional technologies that generate
large quantities of CO2 emissions while we
have the option of using more technologically
advanced composite cements.”
AfriSam has become a globally recognised
leader in the production of these advanced
composite cements, which use by-products
from the steel manufacturing and coal-fired
power station industries, together with chemi-
cal activators, to improve the characteris-
tics and performance of traditional Portland
cement.
“For the past two decades, we have been con-
ducting extensive research and development
into the production of these advanced cements,
replacing the environmentally unfriendly clinker
and reducing our carbon footprint dramatically,”
Neser continues. “AfriSam has poured consid-
erable capital investment into upgrading its
production facilities to produce advanced com-
posite cements. As a result, we have been able
to reduce our clinker factor from a world aver-
age of some 90% to an average of 60%, with
reductions to as low as 35% for Eco Building
Cement, which is very environmentally friendly.”
According to Neser, using by-products such as
silica fume, pulverised fly ash and ground gran-
ulated blast furnace slag produces cements
which generate concrete with improved heat of
hydration, reduced porosity, improved strength,
durability and resistance to chemical attack.
“The slag, for instance, binds with chlorides
in coastal environments, protecting reinforcing
steel from corrosion. Lower heat of hydration
means that heat generation can be far better
controlled with bulk pours, reducing thermal
cracking and resultant porosity. In other words,
producing advanced composite cements ena-
bles us to control and improve the consistency
in the performance of cement to a greater
degree” he points out.
Top left Afrisam has reduced the clinker factor in its Eco Building Cement to 35% making it very environmentally friendlyTop right Afrisam has poured considerable capital investment into upgrading its production facilities to produce advanced composite cementsBelow For the past two decades, Afrisam has been conducting extensive research and development into the production of advanced composite cements
The Blue Drop Guide in partnership with the Department of Water Affairs will publish in July an in-depth look at the various municipalities that have been awarded Blue Drop Status for 2012. As a service provider, who has assisted in helping these municipalities achieve Blue Drop Status, this publication is a platform for you to showcase your products and services that were used to improve the quality of the drinking water of the municipalities.
Take advantage of this unique opportunity and showcase your product and services that has helped municipalities achieve Blue Drop status.
Drinking Water Quality (DWQ) Management Information Visit the Blue Drop System (BDS) at www.dwa.gov.za/bluedrop
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The quality of your Drinking Water and
Wastewater Service is our concern
MEDIA
The quality of your Drinking Water is our concern
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What impact has the Blue Drop Status had on the quality of drinking water in South Africa?
IMIESA APRIL 2012 83
Bell welcomes Liebherr to the familyBell Equipment customers gathered at the Bell Equipment Sales Southern Africa head offices at Jet Park on 17 November last year for the official welcoming of Liebherr excavators to the Bell product offering.
THE SOUTH AFRICAN manufacturer
signed a distribution agreement in May
2011 with Liebherr, which will see Bell
distributing Liebherr’s tracked hydraulic exca-
vators ranging from 20 t to 85 t – the R906C
to the R974C – in the Southern African and
African markets.
At the launch, Bell Equipment chief executive
Gary Bell said the company was proud and
privileged to welcome Liebherr to its family of
alliance par tners.
“Our alliance par tners are strong interna-
tional companies the likes of John Deere,
with whom we have been closely affiliated
with for over 12 years, and Bomag, which is
recognised worldwide as a leader in compac-
tion equipment. One of the reasons that we
have been able to collaborate so well with
these par tners is because we are all like-
minded family businesses with the same fam-
ily values. I therefore have no doubt that we
will be able to develop a strong alliance with
Liebherr,” stated Bell.
“For many years we have been strategically
working towards offering a one-stop shop for
equipment solutions for our customers. By
having Liebherr as a par tner, we have fitted
the final piece into the puzzle. While our previ-
ous range of excavators per formed exception-
ally well for us, we were limited because there
wasn’t anything suitable to match our large
Bell ADTs, which are used in mining and large
construction projects. Now we are finally able
to offer our customer larger-sized excavators
that are ideal matches to the B35D through to
the B50D,” continued Bell. The display area at the event
PRODUCTS & SERVICES
84 IMIESA APRIL 2012
INDEX TO ADVERTISERS
Aquadam 44
Aurecon 21
Aveng Manufacturing Infraset 66
Bell Equipment 83
Camjet 65
Cement & Concrete Institute 52
Colas 48
Corobrick 22
Dick King Lab Supplies 26
Dynamic Fluid Control 75
ELB Equipment 76
Elster Kent Metering 2
Eskom Holdings 38
Fibertex 47
Jan Palm Consulting 78
Jeffares & Greens 50
Jetvac SA 79
Kaytech IFC
Lafarge Industries SA 54
Le Blanc Jasco 32
Model Maker Systems 42
MPA Consulting Engineers 43
Much Asphalt 56
National Asphalt 34
Osborn Engineered Products 14, 15 & 62
PPC 60
Rare 67
Rocla 28
Sabita 30
SBS Water Systems 80
Spraypave OFC
SRK Consulting 81
SSI 31
Trenchless Technologies OBC
TT Innovations 69
TWP South Africa 25
UWP Consulting 20
Vermeer 68
WRP Consulting Engineers IBC
WSP Group 24
Zebra Surfacing 58
ATLAS COPCO’S FlexiROC T15 R drill
rig, which is used for a wide variety
of small-scale drilling jobs such as
preparing building sites and trench-
ing, has now considerably expanded its field
of application.
The reason is a completely new boom con-
cept that enables the rig to switch from down-
wards drilling to upwards drilling in one easy
Drill rig with rollover feed system
One of the smallest radio-controlled drill rigs in the Atlas Copco range has now become one of the most versatile thanks to an innovative rollover feed system.
operation. This procedure, called re-pinning,
takes just a few minutes and enables the rig
to be used in eight different configurations,
including toe-hole drilling at various angles,
upwards or downwards. The switch is also
safe to carry out as the feed beam is in a rest-
ing position while the re-pinning is being done.
“The FlexiROC T15 R is now even more valu-
able to have in the fleet,” says Erik Ahlström,
product responsible service engineer at Atlas
Copco Surface Drilling Equipment. “With a great
vertical coverage area of 18 m2, it can go from
drilling vertical holes to horizontal toe-holes and
then to upward drilling, for rock reinforcement
for example, all from the same setup.”
Atlas Copco FlexiROC T15 R drill is used for a wide variety of small-scale drilling jobs
PRODUCTS & SERVICES
300 000 metres of
TRENCHLESS PIPESuccessfully Installed
RENOVATE EXISTING PIPES BY:
INSTALLATION OF NEW PIPES BY:
Countrywide 08600 66 344