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34

CONSTRUCTION WORLD

OCTOBER

2016

ROADS AND BRIDGES

This has certainly been the case

on the upgrade of the stretch of

the National Route 1 (N1) from

Sydenham (km 28,8) to Glen Lyon

(km 62,4). Once completed, the project will

again highlight South African road construc-

tion capabilities and, just as importantly,

showcase the capabilities housed in the

Raubex Group.

The road will have an extremely high

rideability specification, as well as a life-

span of approximately 20 years, in line

with consulting engineer, WorleyParsons’

design requirements.

Contracted by the South African National

Roads Agency SOC Limited (SANRAL), Raubex

Construction and sister company, Roadmac

Surfacing are making steady progress on this

construction programme.

The road comprises 350 mm of G4 stabi-

lised sub base, 120 mm of bitumen treated

base (BTB) course and 20 mm of ultra-thin

friction course (UTFC).

Raubex is tasked with constructing the

sub-base layers while Roadmac Surfacing

oversees the BTB and UTFC components of

the upgrade.

Despite a few complexities, the consor-

tium of Raubex companies is planning to

hand over this project well ahead of its

completion deadline in December 2016. This

follows almost 18 months of building activi-

ties on this important national road artery.

Reasons for solid track record

Wimpie Koch, contracts manager of Roadmac

Surfacing, attributes the sound track record

of the company to a number of factors.

Firstly, the company made a solid start

right from the outset. When Raubex started

with its component of the works, Roadmac

Surfacing immediately commenced with the

design of the asphalt.

At the same Petra Quarries, owned

and operated by Raumix Aggregates, and

B&E International started producing and

stockpiling the 26 mm BTB aggregate needed

for the base layer, while National Asphalt

commenced crushing the high specification

UTFC aggregate required for the contract.

These companies are part of Raumix,

the materials division of the Raubex Group,

and they were also joined by sister company,

Tosas, which supplied the bitumen emulsions.

Recycled asphalt

Koch tells

Construction World

that the asphalt

mix design comprises a high percentage of

recycled asphalt (RA) – in line with govern-

ment’s ‘green’ infrastructure movement.

Initially, the professional team believed

that it would be able to exceed these

requirements and, with input from Roadmac

Surfacing, the BTB asphalt supplier bought a

state-of-the-art batching plant that is able to

produce asphalt containing a 40% RA.

As much as 5 000 tons of asphalt

comprising this high percentage of recy-

cled pavement was placed in the very early

stages of the contract. However, the quality

of material recovered in the fast lanes of the

N1 highway was insufficient and Roadmac

Surfacing decided to lower the percentage of

RA used in the asphalt mix.

Despite this, Roadmac Surfacing has

exceeded SANRAL’s expectations. “At present,

we are placing an asphalt mix with a 30% RA

component, which is significantly more than

our client expected,” says Koch.

“While introducing a second team to

undertake asphalt batching activities at the

batching plant may have come at an extra

cost, the time savings were well worth it. We

were able to gain at least a six week head

start on this project by implementing these

interventions,” he says.

Koch says the biggest challenge on this

project was the smoothing over of produc-

tion challenges at the new plant. This was

essential, considering that asphalt produc-

tion is on the critical path of the

entire contract.

SMOOTH OPERATOR

on N1 upgrade

The Raubex name is

synonymous with quality

road infrastructure.

It therefore stands to

reason that member

companies of the largest

road building specialist

in the country will strive

to exceed expectations in

the immediate vicinity of

its own headquarters in

Bloemfontein, Free State.

>

Asphalt is batched in a state-of-the-art plant that is able to produce asphalt with a RA content.

“The accuracy of the final

layer of the BTB is critical,

as it will influence the layer

of UTFC that is placed on

top of it, and if not 100%

could compromise the high

rideability specification

demanded by SANRAL.”