Through a collaborative
project, commissioned by AfCAP, between the Council for Scientific and
Industrial Research (CSIR), South Africa, and experienced Low Volume Road (LVR)
practitioners, the original Win DCP software developed by CSIR has now
been upgraded into a user friendly software tool specifically
tailored to upgrading of LVRs to a paved standard using the Dynamic Cone Penetrometer (DCP). It incorporates automated procedures for
analysing DCP field data from the existing pavements as well as for
laboratory testing and evaluation of imported materials as inputs for
the design of new pavement layers.
The Dynamic Cone Penetrometer (DCP) is a well-established, non-destructive testing device that has been used in Africa and other regions of the world since the early 1970s for the in situ estimation of subgrade strength. Since then it has been developed through research into a full-fledged method for the structural design of low volume paved roads that avoids the use of direct correlation with the California Bearing Ratio (CBR) test. This has been achieved by utilising the cone penetration rate (DN value) directly as a design parameter rather than the less reproducible CBR value.
Under AfCAP Phase 1, the DCP-DN pavement design procedure was developed and trialled successfully in a number of countries in Africa. Long
Term Pavement Performance (LTPP) monitoring of these sections is being carried
out to collect additional in-service performance data to feed into the future revision
of standards and specifications contained in current catalogues. The simplicity and ease of use of the DCP makes it ideally suited for characterising the in situ strength of existing roads as well as for designing their upgrading to a paved standard.
In the upgrading of the software, emphasis has been put on making it as intuitive and accessible as possible for the inexperienced users and a hyperlinked help file is available for this purpose.
Main features of the software include:
Single and multiple DCP data point analysis which enables the user to identify localised problem spots or sections, most often related to drainage problems, for which specific measures must be taken without affecting the overall design.Layer Strength Diagrams (LSD) with weighted average DN values for each 150 mm in-situ layers down to a depth of 800 mm used to determine the appropriate design intervention.Easy identification of uniform sections for optimised pavement design based on representative average DN values for each layer, adjusted for expected long-term pavement moisture regime.Assessment of the attained pavement balance against ideal pavement balance curves;A laboratory test module for testing and evaluating the strength of imported pavement materials. Pre-defined report formats.
Single and multiple DCP data point analysis which enables the user to identify localised problem spots or sections, most often related to drainage problems, for which specific measures must be taken without affecting the overall design.
Layer Strength Diagrams (LSD) with weighted average DN values for each 150 mm in-situ layers down to a depth of 800 mm used to determine the appropriate design intervention.
Easy identification of uniform sections for optimised pavement design based on representative average DN values for each layer, adjusted for expected long-term pavement moisture regime.
Assessment of the attained pavement balance against ideal pavement balance curves;
A laboratory test module for testing and evaluating the strength of imported pavement materials.
Pre-defined report formats.
The AfCAP LVR-DCP package is well suited for road practitioners and trainees.
Although the software automates many of the procedures that could otherwise have been performed using an Excel spreadsheet, and thus makes it possible for the designer to quickly and easily evaluate different design options, it must be emphasised that the AfCAP LVR DCP software is only a tool and is no substitute for sound engineering judgement, which must always be exercised by the designer.
Following developments and enhancements to the DCP-DN design
method in 2018 and 2019, the software will require appropriate improvements to ensure it remains
current and in sync with the design method. Similarly, a generic DCP-DN design
manual will be developed for wider application, as opposed to the current use
of the manual developed for Malawi in 2013.
The AfCAP LVR DCP v1.00 Software and a
software helpfile (SHF) are freely available for practitioners. Please follow the steps below in order to receive your copy:
1. Please verify your system meets with the requirements to be able to download and run the software:
Supported operating systems: Windows 7, 8 and 10AFCAP LVR-DCP requires a computer with the following minimum capabilities:32-bit (x86) or 64-bit (x64) processorsDual-core, 2-GHz or faster processor2 GB of RAM
Supported operating systems: Windows 7, 8 and 10
AFCAP LVR-DCP requires a computer with the following minimum capabilities:
32-bit (x86) or 64-bit (x64) processors
Dual-core, 2-GHz or faster processor
2 GB of RAM
2. Please fill out the online registration form here.
3. Once you have submitted your registration form, your request will be validated and you will receive an email with a link to the download page. You will also receive your login details for the LVR DCP User Forum (see below).
Your registration will give you access to a professionally moderated, online LVR DCP Software User Forum, in which you can share your experience in using the software with peers and where you can ask your questions to a team of specialists.
If you have already registered, please login
to the Forum here.
CSIR (2016), Improvements to the WinDCP software for Pavement Design for Low Volume Roads
Hongve, J. and E. Mukandila (2016), Training and Application of the DCP-DN Pavement Design Method in Ghana
Hongve, J. and E. Mukandila (2016), Implementation of Technical Audit and Training of a New Batch of Local Practitioners in the DCP-DN Pavement Design Method in Malawi
Pinard, M. et al (2018). Evaluation of Cost-Effectiveness and Value-for-Money of DCP-DN Pavement Design Method for Low-Volume Roads in Comparison with Conventional Designs, Final Workshop Report
Pinard, M. et al (2018). Evaluation of Cost-Effectiveness and Value-for-Money of DCP-DN Pavement Design Method for Low-Volume Roads in Comparison with Conventional Designs, Final Report
Paige-Green, P. and Zyl, G. Van (2019). A Review of the DCP-DN Pavement Design Method for Low Volume Sealed Roads: Development and Applications
Practitioners Memo on the use of the DCP-DN method for design and construction of low volume rural roads, December 2019
By registering on the RECAP website you have been provided with access to a royalty free, revocable license to use the software program. This license does not transfer any intellectual property to you and all intellectual property remains the property of the owner. This license does not allow you to re-license or transfer the license to any other party for any other purpose. You accept that RECAP does not warrant that this software is fit for the purpose to which it is put by you or others or free of error or bugs. You accept that RECAP has no liability or responsibility whatsoever in respect of any use of or reliance upon the software by you or any third party or any loss howsoever caused by using the software. RECAP is under no obligation to provide technical support, service or upgrades to the software.