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R52 Rustenburg-Koster Road

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Presentation on theme: "R52 Rustenburg-Koster Road"— Presentation transcript:

1 R52 Rustenburg-Koster Road
Pictorial of the New Concept of building Road Base including TMH1 testing by Civil Lab

2 Condition of the road Crocodile cracks in the road

3 New Concept of Building Road base
Conventional concept New Concept of New Concept Capping Subbase Road base Wearing Course 1000 or 1150mm Sub-grade Wearing course Road base Subbase + Capping Sub-grade 250mm

4 Marking the area 4 meter Two swath of 2 meter wide as set out with spray paint on the old asphalt road

5 Modern Recycle equipment Train
All system ready to recycle Material in situ into a roadbase that can be released for traffic on the same day. Mitigating traffic congestion. Facilitating fast delivery of road which is unheard of before

6 RoadCem Application RoadCem a PowerCem Technology base product applied at a rate of 0.08% Mass to mass before recycling

7 Cement utilized CEM V A 32.5

8 Cement distribution Cement distribution by hand to accommodate semi labor intensive construction

9 Incorporating Cement Mixing the cement into the matrix with a recycler

10 Sample collection Collection of treated material for lab testing

11 First run of compaction

12 Leveling with motor grader

13 Curing Flooding for final curing to prevent rapid desiccation of the surface

14 Curing Curing Surface area

15 Release for Traffic Release for traffic at Hr 4 hrs after final compaction and finish

16 Inspection Municipality Officials inspect the stabilized road base the next day

17 The Consultant

18 Report

19 Evaluation

20 Recommendation

21 TMH1 Testing Standard Testing by SANRAL ( South African National Road Agency)

22 DCP Testing on previous section
The dynamic Cone Penetration test on 7 days old section. Point of refusal at 57 MM

23 DCP The consultant verifying the procedure

24 Plate Bearing Test The technicians of Civil lab conducting the Plate bearing using the water bowser as counter weight.

25 After Plate Bearing test
Seven days old stabilized road section had 0.4 mm deflection. Note the absence of Plate impression mark

26 Collecting samples Technicians of Civil Lab collecting samples of the untreated soil for TMH1 test conform to the National Road Authority standard

27 Sanral Test protocol of the TMH1
SANRAL: South African National Road Agency

28 Report ITS Value after 24 hrs UCS after 24 Hrs

29 Plate Jacking & Sieve analysis Test
UCS after 24 Hrs Sieve Analysis

30 Reports CBR Durability Test

31 Dynamic Cone Penetration Test
Point of refusal at 57 MM


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