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Highway Research Record No. 39 - Indian Roads Congress

Highway Research Record No. 39 - Indian Roads Congress

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a. proJeCtS reporteD For tHe FIrSt tIMe<br />

1. Development of Low Energy (Warm) PMB and<br />

CRMB mixes.<br />

Date of Start : 01/04/2011<br />

Date of Completion (Targeted) : 31/03/2013<br />

CSIR-Central Road <strong>Research</strong> Institute, New<br />

Delhi – 110 025 (R)<br />

Scope and Objectives<br />

•<br />

•<br />

Development of low energy PMB and CRMB<br />

mixes.<br />

Mechanistic characterization of low energy mixes.<br />

Methodology<br />

laboratory Study of Materials, Design of Mixes,<br />

Performance testing, Inferences, observations.<br />

Interim Conclusions/Supporting Data<br />

•<br />

•<br />

•<br />

Polymer modified warm mix asphalt leads to<br />

significant reduction in temperature related to<br />

pavement construction such as mixing, lay down,<br />

and compaction of bituminous mixtures.<br />

Results of void analysis indicate that polymer<br />

modified bitumen mix containing 2 Per cent warm<br />

mix additive can be compacted at 15-25°C lower<br />

temperature to achieve design voids in mix.<br />

Indirect tensile strength ratio indicate better<br />

performance of polymer modified warm mix asphalt<br />

compared to traditional hot polymer modified mix.<br />

• The modified mix with 2 Per cent surfactant has<br />

higher resistance to permanent deformation<br />

and higher creep recovery at high temperature<br />

indicating better performance of warm polymer<br />

modified mixes.<br />

•<br />

laboratory performance of polymer modified<br />

bitumen warm asphalt mixes is better than<br />

conventional polymer modified bitumen mixes<br />

indicate suitability of these mixes for road<br />

construction under heavy traffic.<br />

Reports/Publications<br />

laboratory performance of polymer modified warm mix<br />

asphalt. IRC Journal Accepted.<br />

Further information/Copy of report can be obtained<br />

from<br />

Dr. P. K. Jain, Chief Scientist & Head, Flexible Pavement<br />

Division, Central Road <strong>Research</strong> Institute, New Delhi<br />

– 110025, Mobile 991011<strong>39</strong>92, phone 011-26311117,<br />

Fax 011-26845943, e-mail ID: pramodj.crri@nic.in<br />

ROAD RESEARCH IN INDIA 2011-12 9<br />

2. Study on Use of Emulsion Based Warm Mix<br />

Asphalt Using Half Warm Aggregates for<br />

Bituminous Road Construction<br />

Date of Start : 01/10/2011<br />

Date of Completion (Targeted/Actual):<br />

31/12/2014<br />

I. CSIR-Central Road <strong>Research</strong> Institute New<br />

Delhi – 110 025 (R)<br />

II. Yala Construction<br />

Scope and Objectives<br />

The objective of this study is to investigate performance<br />

of half warm mixes (emulsion based) on a National<br />

<strong>Highway</strong> in India to draft guidelines for large scale<br />

constructions and to reduce carbon footprint.<br />

Methodology<br />

Evaluation of Materials, Design of Mix, Construction of<br />

Experimental Section using hot mix plant with minor<br />

modifications and periodic performance evaluation for<br />

three years.<br />

Interim Conclusions/Conclusions/Supporting Data<br />

The study presented in the present paper is aimed to<br />

design half warm mixes using half warm aggregate and<br />

bitumen emulsion heated to a moderate temperature<br />

of 70+10°C. The results of performance parameters<br />

such as rutting, resilient modulus, creep deformation,<br />

and retained strength upon immersion in water are<br />

also investigated. A pilot field study has also been<br />

conducted dealing with construction of 1 km long test<br />

section for study of the performance of half warm dense<br />

mixes using bitumen emulsion on a National <strong>Highway</strong><br />

(NH-27, km 160.00 to 160.932 near Gondal, Rajkot) in<br />

Gujarat.<br />

•<br />

•<br />

•<br />

•<br />

•<br />

•<br />

•<br />

Half warm asphalt mixtures manufactured using<br />

cationic bitumen emulsion investigated in laboratory<br />

have properties identical to traditional hot asphalt<br />

mixture.<br />

Performance properties like rutting resistance,<br />

indirect tensile strength ratio resilient modulus and<br />

static creep test results are acceptable.<br />

The WMA mixture appears to have good coating,<br />

and workability at a temperature of 80-90°C<br />

WMA mixture can be manufactured laid with<br />

conventional construction equipment.<br />

The energy saving due to reduced fuel consumption<br />

is high.<br />

WMA can be stored if laying is not feasible due to<br />

adverse weather, Paving window is wider.<br />

Reduces global warming.

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