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R52 Rustenburg-Koster Road
Pictorial of the New Concept of building Road Base including TMH1 testing by Civil Lab
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Condition of the road Crocodile cracks in the road
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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
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Marking the area 4 meter Two swath of 2 meter wide as set out with spray paint on the old asphalt road
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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
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RoadCem Application RoadCem a PowerCem Technology base product applied at a rate of 0.08% Mass to mass before recycling
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Cement utilized CEM V A 32.5
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Cement distribution Cement distribution by hand to accommodate semi labor intensive construction
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Incorporating Cement Mixing the cement into the matrix with a recycler
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Sample collection Collection of treated material for lab testing
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First run of compaction
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Leveling with motor grader
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Curing Flooding for final curing to prevent rapid desiccation of the surface
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Curing Curing Surface area
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Release for Traffic Release for traffic at Hr 4 hrs after final compaction and finish
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Inspection Municipality Officials inspect the stabilized road base the next day
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The Consultant
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Report
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Evaluation
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Recommendation
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TMH1 Testing Standard Testing by SANRAL ( South African National Road Agency)
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DCP Testing on previous section
The dynamic Cone Penetration test on 7 days old section. Point of refusal at 57 MM
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DCP The consultant verifying the procedure
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Plate Bearing Test The technicians of Civil lab conducting the Plate bearing using the water bowser as counter weight.
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After Plate Bearing test
Seven days old stabilized road section had 0.4 mm deflection. Note the absence of Plate impression mark
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Collecting samples Technicians of Civil Lab collecting samples of the untreated soil for TMH1 test conform to the National Road Authority standard
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Sanral Test protocol of the TMH1
SANRAL: South African National Road Agency
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Report ITS Value after 24 hrs UCS after 24 Hrs
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Plate Jacking & Sieve analysis Test
UCS after 24 Hrs Sieve Analysis
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Reports CBR Durability Test
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Dynamic Cone Penetration Test
Point of refusal at 57 MM
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