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Areas of R&D/Consultancy/Core Activities
reas o
Design of Flexible & Composite Pavements for Roads and Airfields
,
Additive, Nano Materials, Bio- enzymes, Geopolymers, Biopolymers)
Mineral Aggregates: Characterization and Beneficiation
Industrial Wastes and Artificial Aggregates:Use in Bituminous mixes Organic Binders (Bitumen, Rubber & Polymer Modified Binders, Cut
Additives for Bituminous Binders (Anti-stripping Agents,
Antioxidants, Polymers and Warm Mix Additives)
Construction and Maintenance Technologies (Recycling, Micro
Surfacing Slurry Sealing and Ready to Use Patching Mixes)
o x an arm x ec no og es or ons ruc on an
Maintenance
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Consultancy/Core Activities Design of Flexible and Composite Pavement and Overlays for Roads, Airfields
and Parking Areas
Measure
Evaluation of Pavement Materials for Construction and Maintenance ofex e ompos e avemen
Feasibil ity Studies of Use of Waste and Marginal Materials
Su ervision of Construction and Qualit Control of Flexible Pavement
Setting up of Laboratories & Industrial Units for Bitumen, PMB and Emulsion
Customized Training Programs in the area of Engineering Materials, Design,
Workshop of New Technologies
Preparation of New Standards and Specifications
Evaluation of Design and Specifications by Accelerated Pavement Testing
Facilities
Design of Airf ield Pavements
Design, Construction and Maintenance of Rural Roads
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Equipment, Facilities/Software in the Division
Equipments for Design of Micro-surfacing: A view of various
equipments used for design of micro-surfacing
Gyratory Compactor: This equipment is used for preparation of the
Marshal specimens for various testing purposes.umen es ng qu pmen s: ew o pene ra on es ng, so en ng
point and durability testing
Automatic Marshal Testin Machine.
Bending Beam Rheometer.
Dynamic Sheer Rheometer
Direct Tension Tester
Presure Aging Vessel
resser ge ng esse or ong term age ng o tumen
Apparatus for Zeta Potential
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Systems and Technologies Developed by the Division
Polybit A and Polybit B. Technology
Elastomeric Bitumen Technology
Improved Crumb Rubber Modified Bitumen
Cold Mix Technology
Repair of Cracks on Bridge Deck Wearing Coats
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T e of Pro ects Com leted On oin
Sponsored Research 1 3
oya ty ec no ogy trans erre to n ustr es
Consultancy 19 11
Technical Services 14 14Testing 2 -
Total 36 28
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Type Published Accepted Communicated Total
SCI & PRJ 5 4 9 18
Non PRJ 3 - - 3International
Conference
4 - 4 8
- -
Conference
Total 27 4 13 44
Patent Granted 1
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1. Mitigation of rutting in bituminous roads by use of waste polymeric packaging
Peer Reviewed Journals and SCI
materials, Jain P. K., Shanta Kumar and J. B. Sengupta, Indian Journal of
Engineering & Material Science, Volume 18, No. 6, (2011) pp 233-238 (SCI)
2. A laboratory study on efficacy of conventional and modified bituminous
binders in construction of roads, by Nishal S., Sangita, Sharma B. M., and
Sengupta J. B., Indian Highways, Vol. 40, No. 1, (2012), pp 13-20
3. Warm bituminous mixes: The wave of the future, Ambika Behl, Bose S., Kumar
., an arma ., ourna o n an oa s ongress o . - pp -
107 (Discussion paper Lucknow IRC)
.
emulsion based cold mix technology, Dr. N.K.S. Pundhir, Journal of Indian
, . - , -
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10.Full scale field performance study on SBS modif ied and conventional bitumen
Peer Reviewed Journals
in bituminous concrete surface subjected to heavy traffic by Jain P. K. (Under
review Journal of Indian Road Congress). a ora ory per ormance o s one ma r x asp a con a n ng compos e o y
ash and plastic waste by Jain P. K., Singh G., Rongali U., Chourasiya A., (under
12.Mechanistic evaluation of stone matrix asphalt containing fly ash and modif ied
, . ., . ., . ., . .,
Devi (communicated to International Journal of Civil Engineering)
.
modified bitumen by Jain P. K., Shah N. C. and Ramizraja M. (Under review
Construction and Buildin Materials
14.Finite element analysis of geogrid reinforced pavement, (Under review of
International Journal of Pavement En ineerin
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15.Study on performance of high density polythene modif ied bituminous mixes in
Peer Reviewed Journals
bituminous base and binder courses by Jain P. K. and Co-workers (Under
communication to Journal of Transportation Research Board)
16.Laboratory performance of Jute textile as reinforcement layer for prevention of
reflection cracking by Mittal A., Jain P. K. and Devi U., (Under communication)
17.Design of flexible pavement for a sanitary landfill a case study by Mittal, A.and Jain, P. K., Submitted to Indian Roads Congress Journal. (Under Review)
18.Mechanistic evaluation of SMA containing different fil lers by Jain P. K., Uma D.,
Chourasiya A. and Singh G., (Under Communication Transportation Research
oar ourna
19.Laboratory performance of bituminous concrete mix containing composite of
y w y . ., ., u y . .,
(Under communication to Journal of Transportation Research Board)
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1. Construction of sustainable bituminous roads with emulsion
Non Peer Reviewed Journals
based cold mix technology in India ,Dr. N.K.S. Pundhir,
,
2. Stone Mastic Asphalt-Laboratory Study for maintenance of city
roads by P.K.Jain, C. Kamraj, J.B. Sengupta, B. S. Nigam SadakDarpan No 8, (2012) pp 9-18
3. New and emerging road technologies for future, by Mittal,
Abhishek Jain P.K. Sen u ta J.B. and Ganvir D. New Buildin
Materials and Construction World. (Paper Accepted and would
e pu s e n ep em er ssue o
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International conference
1. Warm bituminous mixes: way to sustainable pavement, by Behl A., Bose S.,
Kumar G., and Kumar G, Proceeding of Annual Conference of Canadian
Society of Civil Engineering, 06-10 June 2012. n nnova ve re a a on o s resse um nous wear ng course on
second Vivekananda bridge by Jain P. K. and Nagabhushana M. N published in
raz an ongress on g ways oncess ons an rasv as
Exhibition
.
Behl A., Jain P. K., and Sharma G., 25thARRB Conference-Shaping the future:
, , ,
4. Laboratory investigation on use of fly ash plastic waste composite in stone
th. ., ., ., .,
Conference-Shaping the future: Linking policy, Research and Outcomes,
Perth Australia 2012
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5. Resilient Modulus of Bituminous mixture Containin fl ash lastic waste
International conference
composite, by Jain P. K., Singh G., Rongali U., Chourasiya A., IMPC-2012,
March 23-24, Kotayam
6. Accelerated pavement testing-An advanced tool for assessing pavement
performance, by Mittal A., 2nd International conference on current trends in
technology (NUICOME 2011), by Nirma University Ahmadabad, Dec 8-10,
2011
7. Effect of geogrid reinforcement on critical pavement responses of flexible
pavement by Pandey S., Kalaya R. R. and Tiwari D., submitted in 25th
ARRBConference-Shaping the future: Linking policy, research and outcomes,
Perth, Australia 2012
8. Accelerated pavement testing facility in India-An overview by Mittal A.,
26th Indian Engineering Congress by IEI (India) Bangalore 15-18 Dec, 2011
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-
National Conference & Workshops
.
bituminous roads by Pandey S., CREATRZ,2011, SRM University, 23rd-
th .
2. Cold bituminous mix technologies for road construction by Pundhir N.
. .,
North East, Jorhat,19th September 2011,.
. . . .,
shop on Sustainable Roads for Mumbai City, 10-11 January, 2012,
.
Cold Mix Technology by Pundhir N. K. S., Workshop on New & Non-
, . ,
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5. Use of Plastic Waste in Rural Road Construction for North East b
National Conference & Workshops
Jain P. K., Workshop on Sustainable Technologies for Road
Construction in North East 4th Feb 2012 A artalla
6. Warm Mix Technologies for Roads in North East, Behl A., Workshop
, . ,
Jorhat
.
Imperatives by Jain P. K., National Workshop on New and Alternative
, ,
8. New Material and Technologies for Road Construction Vision 2020,
. .,
1-2 March (2012)
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9. Worksho on Sustainable Technolo ies for Road Construction in
National Conference & Workshops
North East by Nagabhushana M. N., CSIR-CRRI Diamond Jubilee
Worksho series. NEIST Jorhat Assam 19th Se tember 2011
10. Workshop on Sustainable Roads for Mumbai, by Nagabhushana M.
-., . , ,
January 2012
.
Tripura, by Nagabhushana M. N., CSIR-CRRI Diamond Jubilee
-. ,
12. Warm bituminous mixes for north east region by Behl A., workshop
th,
September 2011 Jorhat
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13. Cold mix technolo for construction of rural roads in North East
National Conference & Workshops
IRC Council Meeting, 1st May 2012, Kohima
14. Cold mix technolo for construction of rural roads in Sikkim
Gangtok, 4 May 2012
rd. ,
June 2012, Kohima
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Name of Student Affiliation Title
Munshi Ramizaraj M. SVNIT, Surat Mechanistic evaluat ion on warm mix design of
bituminous concrete using modified binder
Abhishek Patidar SVNIT, Surat Laboratory performance evaluation of SMAus ng warm m x a ve
Bilwal Hemant R SVNIT, Surat Mechanistic Evaluation as bituminous
concrete containing composite of fly ash and
Patel Mehul B SVNIT, Surat Mechanistic evaluation of stone matrix asphaltcontaining fly ash and modified bitumen
agan eep ng c - n uence o e as omer c po ymer mo e
binder on the thickness of bituminous layer
Payal Mazumdar Amity Uni. Energy efficient bitumen emulsion technology
Mansha Swami SVNIT, Surat Laboratory investigations and performance of
SMA with modified binders
T. Anil Pradyumna AcSIR-CRRI Mechanistic evaluation of bituminous mixes
containing different doses of reclaimedasphalt pavement
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Name Affiliation Title
Vipin Sharma NIT Kurukshetra Design of bituminous mix using
reclaimed asphalt pavement (RAP)
MaterialNiharika
Sood
Kasturba Polytechnic
of Woman N. Delhi
Testing of Highway Materials and
Bituminous Mix Design
Bhawna Kasturba Pol technic Evaluation of Materials used in Road
of Woman N. Delhi
ConstructionNeetu Kumari Kasturba Polytechnic Evaluation of Bituminous Road
.
Rahul Kumar NIT Patna Analysis of surface profile and
deflection profile under heavy loadingcon on us ng acce era e pavemen
testing facilities
Balwant NIT Patna Development of Warm Mixes Using
Singh Modified Binder
Ajit Mishra NIT Patna Embedded Instrumentation for APTF for
validation of IRC flexible Pavement
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Name of Student B. Tech/M. Tech Affiliation
Shiv Modi M. Tech (Tran. Eng. Plan.) SVNIT, Surat
Jatin Patel M. Tech (Tranportation) SVNIT, Surat
. . .
Sarah Jay M. Tech (Transportation) Anna University
. . .
Manish Kumar B. Tech (Civil Eng.) NIT Patna
Ahmad Arif Hanif B. Tech Civil En . VCTM Ali arh
Mayank Kumar B. Tech (Civil Eng.) NIT Hamirpur (H. P.)
Sayan Dhar B. Tech (Civil Eng.) SRM Modinagar Rahul Nair B. Tech (Civil Eng.) NIT Patna
Vikash Kumar B. Tech (Civil Eng.) SRM Modinagar
Adhishree Jain B. Tech (Civil Eng.) SRM Modinagar
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Title Sponsor PL DOC
nves ga on owar s ssess ng
the causes and extent of failures
of DSC road to keshar Garden
Road between Sectors 42 43 & 46
o a
Authority
r. un r pr -
and 47-48 of Noida (CNP-1742)
Investigation for flexible pavement
design for construction of
MCD Abhishek
Mittal
June-11
bituminous road from live stock
market to NH-24 via existing
approach road of SLF site
-
Evaluation of INSSTA PATTCH
(pressure Sensitive Compound for
-
M/s Aksahay
Innovation
Abhishek
Mittal
Oct - 11
1751)
Pvt. Ltd.
Performance Evaluation (One time)
of Stabilized la er in NH-1 CNP-
Sona
Enter rises
Abhishek
Mittal
Jan -12
1754) Ltd. Gurgoan
8/13/2019 FP-review-2012
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Title Sponsor PL DOC
-
cem for use in site stabilizaiton of
soil
Powercem
Technologies)
Investigations for design of flexible M&S M.N. Sept-11
pavement of road SQN DSC guard
post to New Dispersal at
CarNicobar (CNP-1696)
CarNicobar Nagabhushana
y v u
Lake Asphalt pellets in BitumenModification (CNP-1649)
asphalt WestIndies
-
-
Flexible Pavement of Kothakota-
Kurnool Section of Hyderabad-
Bangalore (Ns-2/Bot/Ap-5) on NH-7
Transport.
Networks
Limited
Nagabhushana
-
Investigation For Causes of
stagnation of water Near STP
Channel from km 9500 to 10500 For
Ex. En. HUDA
Division No.
11 Gur aon
Dr. Pundhir Jan - 12
remedial measures. (CNP-1799)
8/13/2019 FP-review-2012
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Title Sponsor PL DOC
nves ga on or e causes o
premature failures of Wazirpur-
Farukhnagar (km 0.00 to km
7.605 and DJ Road to
Haryna
r s arma ec-
Khandewla (km 0.600 to km
2.500)and suggestion for
remedial measures. (CNP-1793)
Consultancy for profile
correction (camber
correction)on Outer Ring Road
Delhi PWD Girish Sharma Dec-11
-
Investigation for Pavement
design of Sohana road
HUDA
Gurgaon
Dr. Pundhir June-12
Services lane (pavement crust)
of Sohana road (CNP-1757)
Performance evaluation of Hindustan Dr. P. K. Jain A ril-11
bituminous concrete surfacing
laid with SBS modified bitumne(PMB-40) on NH-1, Near Delhi
Colas Ltd.
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Title Sponsor PL DOC
mprovemen s o roa s a
I/A Bhiwadi (CNP-1761) Rajasthan
r. ang a c -
Verification of Design of MES M. N. Oct-Flexible Pavement for VRDE
Test Track (CNP-1772)
Pune Nagabhushana 2011
Evaluation of PWD Delhi Ga endra Dec-11
Microsurfacing Treatmenton NH-10 (Delhi-Rohtak
Road) between Punjabi
Kumar
Bagh and Mundka in Delhi
(CNP-1774)
Investi ation for the causes Central Dr.P K Jain Jan-12of premature of Khara-
Banur (km 0.00 to km
22.00 and su estions for
Works
Division
Mohali
remedial measures (CNP-
1781)
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Project
Number
Title of the Project Project Leader
OLP 0433 Development and Application of Polymer
Modified Binder with Improve Compatibility
Ambika Bhel
OLP 0439 Development of an Advance Technology to Ambika Bhel
Produce and Lay Down the Asphalt Mixtures
at Lower Temperatures and to Lower Down
the Plant Emissions Occurring During Hot Mix
Asphalt Process
OLP 0442 Performance Evaluation of Test Section Laid
with Stone Matrix Asphalt (SMA) Surfacing
M. P. Singh
Under NDMC Area
OLP 0459 Development of A Suitable Methodology in
Terms of Repair Treatment of Defence
N.K.S.Pundhir
Runway in Emergency
OLP 0473 Modern Practices in Bituminous Road
Construction
P.K.Jain
OLP 0475 Modernisation and Infrastructure Up
gradation of R&D Facilities in FlexiblePavement Division
Ambika Behl
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Project
Number
Title of the Project Project Leader
OLP 0496 Development of Methodology for
Commissioning and Site Acceptance Test(SAT)
of Heavy Vehicle Simulator(HVS) Type of APTF
M.N.Nagabhus
hana
OLP 0501 Performance Evaluation of High Performance
Mixes Laid at DSIIDC Industrial Area in Bawana
Ambika &
Girish
OLP 0508 Study on Validation of IRC Pavement Design Abhishek
Method Using Heavy Vehicle Simulator(HVS) Mittal
OLP 0520 Effect of Higher Axle Weight and Moduli
variation of Pavement Materials on Fatigue and
Satish Pandey
Rutting Life of Flexible Pavement
OLP Development of composite from fly ash and
plastic waste for bituminous road construction
P. K. Jain
OLP Development of Low Energy Warm Asphalt
Mixes using Foam Bitumen and Cationic
P. K. Jain
Bitumen Emulsion
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waste composite in stone matrix asphalt and
-
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Objective of the study is to
develop a composite from fly
ash and waste plastic to use
construction as substitute of
l ime, cement and stone dust
Scope include design of BC &SMA and Mechanistic
evaluation
40VCAofSMAmix AirvodsinSMAmix
14
16
/cm
TGA and DSC curves of Plastic WasteDSC curve of Plastic Waste
20
25
30
CA/Airvoids
6
8
10
le
strength,
K
0
5
10
0 2 4 6 8 10 12
0
2
4
0 2 5 8 10Indirecttensi
Percent plastic waste in composite Percent plastic waste in composite
Effect of plastic waste on VCA and air voids
of SMA mixture containing fly ash
Effect of p lastic waste on indirect tensile strength
values of SMA mixture containing fly ash
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93 SMA2 2%PW 5%PW
88
89
9091
92
gthratio,%
6000
7000
8000
9000
lus,
MPa
10 1
884
85
86
87
ctt
ensilestre
2000
3000
4000
5000
esilientModul
82
0 2 5 8 10Indire
Percent plastic waste in compsite
0
1000
20 25 30 35 40 45 50Temperature, C
Effect of plastic waste on indirect tensile strength ratio of Effect of temperature on resilient modulus value of SMA mixture
000
25C 30C 35C 40C 45C4.5
5
SMA mixture containing fly ash containing f ly ash and different dosage of plastic waste
5000
6000
7000
8000
odulus,
MPa
2
2.5
3
3.5
p
th(mm)
1000
2000
3000
4000
ResilientM
0
0.5
1
1.5
0 5000 10000 15000 20000
RutD
0
0 1 2 3 4 5 6% Plastic waste
o o yc es
10%WPINFA 5%WPINFA
Effect of plastic waste on resilient modulus value of SMA mixture
containing fly ash and different dosage of plastic waste
Progression of rutt ing as a function of passes in
compacted SMA mixtures
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Stability Flow value
995
1176
933800
1000
12001400
ity
3.13.4
4.1
2.5
3
3.5
4
4.5
value
0
200
400
600
Stabil
0
0.5
1
1.5
2Flow
. . .
Bitumen4.5 5 5.5 6 6.5
Bitumen
BitumenVsStability BitumenVsFlowvalue
2.362.36
2.37
Density
4.14.0
4.5
Volume of voids
2.35 2.35
2.33
2.34
2.35
Density
2.82.4
1.5
2.0
2.5
3.0
.
Vv
2.30
2.31
.
4.5 5 5.5 6 6.5 0.0
0.5
1.0
4.5 5 5.5 6 6.5
Bitumenvs Density
Bitumen
Bitumenvs Volume
of
Voids
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81.15
84.36
80 00
82.00
84.0086.00
o s w umen .
No
(%)
1 Binder content corresponding to maximum
Stability 5.5
72.6972.00
74.00
76.00
78.00
.
VF
2 Binder content corresponding to maximum
Bulk Density of mix (Gm) 5.5
3 Binder content corresponding to 4.0 % Air4.5 5 5.5 6 6.5
Bitumen
Bitumenvs VoidsfillBitumen
.
Average 5.33
OBCofBCmix
1 214802.40 2.40
2.41
1400
1600 1,5.55
6
12 0.5
1036.52.37
2.38
2.35
2.36
2.37
2.38
2.39
600
800
1000
1200
Density
S
tability
stability
Density
0.75,3.5
0.5,2.4
0.2
1.2
3
4
Vv
2.32
2.31
2.32
2.33
2.34
0
200
400
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1
0
1
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1
Wasteplasticcontent %
WasteplasticcontentVsStabilityandDensity
Wasteplasticcontent(%)
WasteplasticcontentVsVolumeofvoids
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82.43
82.00
83.0084.72
86.00
6. 278.00
79.00
80.00
81.00
dStability(
kg
)
8.280.00
82.00
84.00
TSR
73.00
74.00
75.00
76.00
.
Retaine
withplasticwaste
74.00
76.00
78.00
plasticwaste
withoutplasticwaste
withplasticwaste
BCMIX
BCMIXVsRetainedStability
withoutplasticwaste
plasticwaste
BCMIX
BCMixVsTSR
11.88
10.2010.00
12.00
14.00
4554.5
6108
5000
6000
7000
as
.
6.86
6.00
8.00
Load(Kg
)
DryAvg
WetAvg
28623000
4000
esilientmodul
withoutpl
withpl
0.00
2.00
4.00
1529.5 .
0
1000
2000R
BCMIX
BCMixVsLoad
Temp
Temp.Vs
Resilience
Modulas at
diff
temp
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7000 0.190.2
4554.5
6108
44074000
5000
6000
Modulas
0.09
0.12
0.14
0.090.1
0.12
0.140.16
0.18
eformation
2862
1529.51742.5
1000
2000
3000
Resilien Withoutpl
withpl 0.06
0.02
0.04
0.06
0.08
perment WithPLwaste
WithoutPLwaste
0
25 35 45
Temp
Temp.VsResilienceModulus
0
25 35 45
Temp
Tempvs permanentDeformation
70.37
54.5453.8460
70
80
14.3115.83
13.6215.8
14
16
18
23.68
35.2941.00
30
40
50
Recovery
(%)
withpl
withoutpl
9.34
6.95
6
8
10
Modulas
WithPLwaste
WithoutPLwaste
0
10
20
25 35 45
0
2
4
25 35 45
TempC
Tempvs permanent
Deformation
TempC
Tempvs permanent
Deformation
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Number of Cycles to failure
.00
4.50
298390334835
250000
300000350000
400000
clestofailu
re
3.29
3.91
2. 0
3.00
3.50
tDepth
Withpl
0
50000
100000
150000
Nu
mberofC
1.00
1.50
2.00R nopl
withoutplasticwaste withplasticwaste
BCMIX
ComparativeofNumberofCycletoFailure
0 5000 10000 15000 20000 25000
Cycle
CycleVsRutDepth
DSCCURVE TGA CURVE
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Fly ash can be used as filler in place of traditional lime in Stone Matrix
Asphalt and bituminous concrete
Properties of fly ash as well as SMA and BC mix can be improved by
coating fly ash with plastic waste
The o timum content of lastic waste in com osite is 8% b wei ht of fly ash
Incorporation of plastic waste in excess of 8% led to increase in VMA
Plastic waste in fly ash led to increase in values of indirect tensilestrength to resist cracking
R
and 45 C
Mechanistic analysis of three layered structure indicate TBR in the
range of 1.65 to 1.70
Plastic waste reduces rutting in SMA and BC mixtures considerably.
SMA and BC containing composite can be used as wearing surface and
bituminous base course subjected to heavy traffic for flexible
pavements
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10000
100
1000
sity(Pa.s)
12001300140015001600
ty(Kg
)
0.1
1
10
Visco
800900
1000
1100
100 110 120 130 140
Stabil
Temperature(0C)2%Additive 1.5%additive 1%Additive PMB40
Viscosity TemperaturerelationshipcurveofPMBandblends
Temperature(C)1.5%additive 2.5%additive 2%additive
Effectofmixingandcompactiontemperatureonstabilityofmix
5.20
5.40
5.60
)
93
95
92
94
96
4.40
4.60
4.80
.
AirVoids
(89
87
86
88
90
4.00
4.20
100 110 120 130 140
Temperature(C)
82
84
RetainedStability(%) TensileStrengthRatio(%)
1.5 Re set 2.5 Re set 2 a t ve
Effectof
mixing
and
compaction
temperatureonairvoidsofmix
Controlmix(pmb) Warmmix(pmwma)
Comparisonof
retained
stability
and
ITSofcontrolandwarmmix
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0.740.1945
0.
0.4
0.5
0.
ation(mm
)
25.73
16.25
27.11
20
25
3035
lus(MPa)
0
0.1
0.2
Defor
6.71
.
0
5
10
15
Control Warm Control Warm Control WarmCr
eepModu
0 1000 2000 3000 4000 5000 6000 7000 8000
Time (Sec)Controlmix(pmb) Warmmix(pmwma)
Typicalcreepcurveofcontroland
mix mix mix mix mix mix
25C 35C 45C
Effectoftemperatureoncreepmodulusofcontrolandwarmmixwarmm xa 45
56
43
6056
73
50
60
70
80
(%)
3000
4000
a)
28
10
20
30
40
Recover
1000
2000
tModulus(M
0
Control
mix
Warm
mix
Control
mix
Warm
mix
Control
mix
Warm
mix
25 35 45
0
20 25 30 35 40 45 50Resilien
Temperature (C)Control mix(omb) Warm mix(pmwma)
Effectoftemperatureoncreeprecovery
ofcontrol
and
warm
mix
EffectoftemperatureonMRvalue
ofcontrol
and
warm
mix
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5.16
2.70
4.00
5.00
6.00
h(mm)
200000
250000
300000
350000
1.00
2.00
.
RutDep
0
50000
100000
150000
.
0 5000 10000 15000 20000
cycle
Control mix(pmb) Warm mix(pmwma)
RuttingbyWheelTrackingtestin
Controlmix Warmmix
PMB40
Flexuralfatiguetestoncontrolandwarmmix
controlandWarmmix
1.60
1.80
4000
5000
0.80
1.00
1.20
.
is
cosity,(Pas)
2000
3000
odulus(MPa)
0.40
0.60
90 100 110 120 130 140 150 160 170
V
0
1000
20 25 30 35 40 45 50ResilientM
Tem erature C,
CRMB 60 1.5% additive 2.0% additive 2.5% additive
Effect of temperature on viscosity ofCRMB and blends with additive
CRMB WCRMB
Effect of warm mix additives on Resilient
Modulus of CRMB 60 mixture
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3.063.50
Conclusions and Recommendations
3.08
1.50
2.00
2.50
.
pth(mm)
0.00
0.50
1.00
0 5000 10000 15000 20000
RutDs s u y g g s e a van age o us ng warm
mix additive in CRMB mixes for bituminous road
construction. The temperature of CRMB for Cycle
CRMB WCRMB
EffectofwarmmixadditiveonruttingofCRMBmixture
spraying, mixing, and rolling can be reduced up to
30C by adding 2% addi tive by weight of CRMB.
The modified CRMB mix with 2% additive prepared at lower temperature (120C) has highresistance to permanent deformation and higher rate of creep recovery at high temperature
indicating better per ormance o bituminous mixes. rumb Rubber modi ied bituminous mixes
are showing better resistant to rut ting, fatigue cracking and damage due to ingress of moisture.
Laboratory performance of crumb rubber modified bitumen (WAM) is better than traditionalcrumb rubber modif ied bitumen mixes indicat ing suitabil ity of these mixes for road construct ion
under heavy traffic. Since, modified CRMB mixes can be prepared and placed at lower
temperature, fuel saving and carbon credit is inevitable. CRMB based warm mixes can be
brought from long distance for paving as these can be laid and compacted at 30C lower
temperature.
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Conventional Bitumen in Bituminous Concrete
-
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TestSection
Number
Carriageway Chainage(KM) BinderType
Objective of the study is to monitor long1A DelhiKarnal(LHS) 9.7509.950 Modified(SBS)
2A DelhiKarnal(LHS) 10.000
10.200 Modified
(SBS)
3A DelhiKarnal(LHS) 11.50011.700 Neat(60/70)
4A DelhiKarnal(LHS) 13.00013.200 Neat(60/70)
term periodic performance of SBS
modified bitumen vis--vis VG-30 grade
bitumen under heavy traffic conditions . .
6A DelhiKarnal(LHS) 15.00015.200 Modified(SBS)
1B KarnalDelhi(RHS) 9.7509.950 Modified(SBS)
2B KarnalDelhi(RHS) 10.00010.200 Modified(SBS)
3B KarnalDelhi(RHS) 11.500
11.700 Neat
(60/70)
and to determine progression of
deterioration
Study is conducted in laboratory as well4B KarnalDelhi(RHS) 13.00013.200 Neat(60/70)
5B KarnalDelhi(RHS) 14.40014.600 Modified(SBS)
6B KarnalDelhi(RHS) 15.00015.200 Modified(SBS)
as n e us ng es sec ons an
control sections between ISBT and GT
Karnal mode
80
90
6
7
8
ssModified(SBS)
Modified(SBS)
-
40
50
60
70
tandardAxles
MSALHS
MSARHS
2
3
4
5
rfaceDistr UnModified
UnModified
Modified(SBS)
Modified
(SBS)
0
10
20
30
MillionS Linear(MSALHS)
Linear(MSARHS)
2
1
0
1
TotalS Linear(Modified(SBS))
Linear(Modified(SBS))
Linear(UnModified)
Linear(UnModified)
10
0 20 40 60 80Time(Months)
0 2 4 6 8 10
PerformanceObservationNo.LHSLinear(Modified(SBS))
ProgressionofMSAwithpassageoftime.Relationshipbetweenprogressionsofsurface
distresswithpassageoflimeinLHScarriageway.
8 118
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7
8
Modified
118
int Modified
3
4
5
6
aceDistres
Modified
(SBS)
UnModified 58
78
ceon100
Po
cale
Modified
(SBS)
Un
1
0
1
2
TotalSur
UnModified
Modified
18
38
P
erforman o e
UnModified
Modified
2
0 2 4 6 8 10
PerformanceObservationNo.RHS
(SBS)
2
0 2 4 6 8 10
PerformanceObservationNo.LHS
(SBS)
RelationshiponPerformance. a ngan ura ono serv ce
98
118
intScale Modified
(SBS)
Modified
1
1.2
58
78
ceon100P
UnModified
Un
0.6
0.8
m/km
Modified(SBS)Modified(SBS)Un
18
3
Performa o e
Modified(SBS)
Modified 0
0.2
.
Roughness Un
Modified
0 2 4 6 8 10
Performance
Observation
No.
RHS
(SBS)
Relationshipbetweenperformancesrealignedduration
1 2 3
TestSectionNo.LHS
3498
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1.2
2998 Modified
0.8
1
Modified(SBS)Modified
1998
2498
essmm/km
Modified
(SBS)
Un
0.4
0.6
nessmm/km Un
ModifiedUnModified
Modified
498
998
Rough
o e
UnModified
Modified
0
.
1 2 3
Roug
TestSectionNo.RHS
2
0 2 4 6 8 10
PerformanceObservationNo.LHS
(SBS)
Relationshipbetweenprogressofroughnessandpassageoftime
2500
3000
Modified(SBS)Modified 2498
2998
3498
Modified
(SBS)
Modified
1000
1500
mm/km
UnModifiedUnModifiedModified
1498
1998
essmm/k
(SBS)
UnModified
0
500
Roughness SBS
Modified(SBS)
2
498
99
Rough n
Modified
Modified(SBS)
1 2 3 4 5 6 9
TestSectionNo.LHS
Relationshipbetweenprogressionofroughnessandpassageoftime
PerformanceObservationNo.RHS
Relationshipbetweenprogressionofroughnessandpassageoftime
35001.5
Modified
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3500
1
Modified(SBS)
2000
2500
m
Modified
(SBS)Modified(SBS)
0.5
0
0.5
actionm
m Modified(SBS)
UnModified
500
1000
1500
gh
nessmm/k
ModifiedUnModifiedModified
(SBS)2
1.5
1Def
UnModified
Modified
0
1 2 3 4 5 6 9Ro
TestSectionNo.RHS
Relationshipbetweenprogressof
0 1 2 3 4
PerformanceObservationNo.RHS
ChangeinDeflectionwithpassageoftimeroug nessan passageo me
1
1.5Modified(SBS)
0.5
0
0.5
actionmm Modified
(SBS)
UnModified
1.5
1Def
UnModified
Modified
0 1 2 3 4
Performance
Observation
No.
LHS
ChangeinDeflectionwithpassageoftime
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RuttingTestUsingWheelTracking
SysteminProgress
View of Test Section No. 1A in July 2008(SBS Modified Bitumen)ConstructionofTestSectioninProgress(December2005)
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Measurement of Roughness UsingA Close Up View of BC Surface at Test Section No. 5A in July 2008
Fifth Wheel Bump Integrator(SBS Modified Bitumen)
Heavy Traff ic Volume and Loads Using NH-1 Cracking on Test Section No. 5B
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Rheological properties of SBS modified bitumen (SHRP parameters) indicates higher fai l
. -
PG-76 grade indicating its suitability for a pavement subjected to highest pavement
temperature of 76 C which is maximum temperature in India. Properties of mixes (strength parameters) l ike Marshall stabil ity, Marshall Quotient, Indirect
tensile strength of SBS modified mixes are higher than conventional bitumen mixes
. .
higher compared to 60/70 bitumen
Rutting of SBS modified mix is half (6.2 mm) as compared to conventional 60/70 grade
bitumen mix (12.1 mm). Stat ic creep results also support these values.
Progression of roughness and distress is less in case of SBS modified bitumen as compared
.
Deflection of SBS modif ied bitumen pavement is less as compared to conventional bitumen.
Pavement Serviceability Index of SBS modified bitumen after 5 years and conventional
bitumen after 3 years is same, indicating 2-3 years extension in l ife of surfacing under heavy
traffic and high pavement temperature conditions
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Title Sponsor PL DOS
emons ra on an e r a s
for emergency repair of
runway at Pune and Jaisalmer
r orce
(HQ)
r. un r
-
Investigation for causes of
failure and suggesting
DDA Dr. Sangita 01/09/11
remedial measures for
strengthening of 80m R/Wroad from G. T. Road to Alipur
are a oa .e. up o
off ice complex, Narela (CNP-
1788)
Field Performance on warm
mix technology using
emulsion on 1.0 km. stretch
Elsamax
India Ltd.
Dr. Sangita &
Dr. Pundhir
01/09/11
v s-a-v s . m s re c w
hot mix in Gujarat (SSP-4493)
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Title Sponsor PL DOS
nves ga on or auses o
Distress and provoding
remedial meausre on the main
rpor
Authority
of India
. .
Nagabhushana
NSCBI Airport, Kolkata (CNP-
1771)
Investigations for the Causes of
Pre-Mature Failure of MahalRoad Jaipur for Remedies.
Jaipur
Develop.Authority
. .
Nagabhushana
-
Consultancy for Profile
Correction/
PWD Govt.
of Delhi
P K Jain 1/04/12
Strengthening/Improvement of
Roads taken over by PWD from
MCD (CNP-1835)
8/13/2019 FP-review-2012
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Title Sponsor PL DOS
onsu ancy or prepara on o
Job Mix Formula for
Bituminous Concrete (Type-
D12 with PMB SBS-70
ng
Bituminous Concrete (Type-F8)
with Bitumen VG-30,Semi
Dense Bituminous Concrete
ype- an
laboratory testing of PMB-40(SBS-70) (CNP-1843)
construction by Haryana PWD
(B&R) (SSP-4496)
PWD
rehabilitation strengthening
and planning of Jammu
Udhampur section of NH-1
. . .
(CNP-1847)
8/13/2019 FP-review-2012
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Title Sponsor PL DOS
mp emen a on o now ow
Polymer Modified Bitumen and
Crumb Rubber Modif ied Bitumen
(CNP-1775)
o cre e
Hyderabad
r. . . a n
Field evaluation of evotherm wma
technology (one test trial laid in
Godhara-Gujarat, second test trial
Mead
Westvac
India Ltd.
Ambika Behl 1/11/11
within 500 km from Delhi ), two
locations (CNP-1804)
Laborator Evaluation of Read Hindustan Ambika Behl 1/5/12
Mix Product (CNP-1846)
Colas
Engineering Suitable overlay to
serve as chipper substi tute of
Indian Jute
Institute
Abhishek Mittal 1/11/11
bitumen mastic (SSP-4483) Kolkata
Investigation for providing
overlay on main road for Sec 71,
Noida
Authority
Dr. Pundhir &
M. P. Singh
1/6/12
, , , ,
hvigation Pusta Noida
8/13/2019 FP-review-2012
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Title Sponsor PL DOS
design of (i) Road surface in Khan
Market Area, (ii) Road of B.K. Dutt
colony, ALiganj Colony, Lodhi Colony
Pandey
an ac ane o or ag o ony,
other colony service roads in sub
Division-3area(iii)Retendan Lane
between Amrita Shergill Marg and
Prithvi Raj Road Back Lane of 75 to
86 Lodhi Estate Road at S.B Marg.(CNP-1778)
nves ga on or e causes o
distresses developed on Delhi-
Jaipur NH-8 between km 144.770 to
km 181.33 and suggestions for
n y
Infrastructure
Ltd.
a en ra
Kumar
remedial meausres (Approx 15 km
length, one carr iageway) (CNP-1769)
Laboratory and field evaluation of Shell Ambica Behl 27/7/10
-
India Pvt .Ltd
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One day Workshop on Sustainable
Technologies for Road Construction
in North East September 19th, 2012
at Jorhat, Assam
wo ays or s op on us a na e
Technologies for Road Construct ion
in North-East February 4th and 5th,
2012 at Agartala, Tripura
Workshop on Cold Mixed Technology
Workshop on Cold Mixed Technology
- Sustainable Road Technologies for
Mumbai, 10 Jan 2012
Benefiters Utilities Potential of APTF
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u ure rogram o e v s on 12th Plan Projects
ro ec on
NRRDA Project on APTF
Ongoing Projects
Standardization and Specification work
New In-house Projects and Ongoing In-house Projects
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Work Package No. WP - 9 Start - End Dates Month 1 to 60
Work Package Title Materials Information and Management System (MIMS) on Aggregates and
Ac tivi ty Type Development of GIS based Materials Information
Participants CSIR-CRRI
Objectives:
To generate data through testing aggregates and binder samples procured from various sources avai lable in
Development of GIS based Materials Information and Management System on road aggregates and
bituminous binders for Bituminous and Cement Concrete roads
Description of work :
Task 9.1: Study of available road construction materials (aggregates and Binders) and their procurement
from selected parts of the country
Task 9.2: Evaluation of various aggregate, cement and bituminous binders for high performance properties
and also as per code of practice
Task 9.3: Development of GIS based Materials Information and Management System on road aggregates and
bituminous binders for Bituminous and Cement Concrete roads
Data Base on properties of aggregates and binders col lected from selected parts of the country
GIS based Materials Information and Management System (Software)
Publications and Technical re orts
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Research Task No. T 9.1 Start - End Dates Month 1 to 18
Task Title Study of available road construct ion materials (aggregates and
Binders) from dif ferent parts of the country and their procurement
Activ ity Type Review, Compilation of data and Procurement of Materials
Activ it Leaders s R.K.Srivastva Dinesh Ganvir Alok Ran an
Participating Scientists
/TO (ini tials may be used)
JB SAN MP DG SK AR AS AP DT PKJ
ec ves: e ma n o ec ve o s as s o
Study of available road construction materials
Procurement of materials from selected parts of the country
Description of Task/Activity :
Study on performance based characteristics of aggregates and binders
Review and compi lation of data available on road construction materials
Procurement of Aggregate samples(50 locations) and Binders of various grades(20 locations
being used in construct ion of roads in selected parts of the country
Deliverables:
Technical report
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Research Task No. T 9.2 Start - End Dates Month 19 to 48
Task Tit le
MoRTH and bituminous binders as per IS-73 2006
Activity Type Empirical tests and performance studies
Activ ity Leaders (s) Sudesh kumar, J.B Sengupta and Satish Pandey
Participating Scientists
/TO (initials may be used)
SAN SP MP DG AR RKS AS AP DT PR
Objectives: The main objective of this task is to
Laboratory study for empirical and performance related properties for aggregates and binder
Description of Task/Activity :
Evaluat ion of mater ials as per respective code of practice e.g evaluat ion of var ious aggregate
-Deliverables:
Data Base on propert ies of aggregates, cement and bitumen currently being used.
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Research Task No. T 9.3 Start - End Dates Month 25 to 60
Task Title Development of GIS based Materials Information and Management
System on road aggregates and bi tuminous binders for Bituminous and
Cement Concrete roads
Activ ity Type Development of software
c v y ea ers s . o an ao an eves war
Participating Scientists
/TO (ini tials may be used)
SAN SP NJ DG RKS BKD JB
ec ves: e ma n o ec ve o s as eve opmen o a a ase a ou roa aggrega es, um nous
binders for Bituminous and cement concrete roads. Development of GIS based software for retrieval of material
information
Preparation of Spatial data for road aggregates sources selected for study
Design of data structures for road aggregates and binders for Bituminous and cement concrete
roads
Integration of spatial and attribute data of al l aggregates and binders.
Development of material information system in GIS environment
Development of software for retrieval of material information system
Deliverables:
Spatial data road aggregates sources
Integrated database in GIS environment of the road aggregates and binder materials GIS based material information retrieval software
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Work Package No. WP - 10 Start - End Dates Month 1 to 60
Work Package Tit le Innovative Technologies for Util ization of Waste and Marginal Materials in
Road and Embankment Construction
Activity Type Laboratory investigations, Pavement design, Test tracks, Guidelines
Participants CSIR-CRRI CSIR-CLRI CSIR-CSIO
Number of Scientists 10 1 1
Objective:
1. Design and construction guidelines for utilization of waste & marginal materials for embankment &
road construction.
Description of work :
1. Task 10.1: Characterization of abundantly available waste and marginal materials
2. Task 10.2: Utilization of industrial wastes for geotechnical applications
3. Task 10.3: Structural design of embankment and pavement crust with waste and marginal materials
4. Task 10.4: Performance evaluation of test sections constructed using selected waste and marginal
materials through application of APTF.
5. Task 10.6: Conversion of Chromium containing solid waste generated in leather industry into
pavement materials for transport applications
Deliverables:
1. Physical, chemical, Geotechnical and strength characteristics.
2. Embankment designs under traffic, saturation and seismic conditions.
3. Design specifications for use of wastes in sub base, Base and wearing courses.
4. Cost-effective pavement designs with waste /marginal materials.
5. Long term performance evaluation by APTF6. Construction and design guidelines for utilization of waste/marginal materials for road construction
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Work Package No. WP - 10 Start - End Dates Month 1 to 60
Work Package Tit le Innovative Technologies for Util ization of Waste and Marginal Materials in
Road and Embankment Construct ion
Activity Type Laboratory investigations, Pavement design, Test tracks, Guidelines
Participants CSIR-CRRI CSIR-CLRI CSIR-CSIO
Number of Scientists 10 1 1
Objective:
1. Design and construction guidelines for utilization of waste & marginal materials for embankment &
roa cons ruc on.
Description of work :
1. Task 10.1: Characterization of abundantly available waste and marginal materials
2. Task 10.2: Utilization of industr ial wastes for geotechnical applications
3. Task 10.3: Structural design of embankment and pavement crust with waste and marginal materials
4. Task 10.4: Performance evaluation of test sections constructed using selected waste and marginal
materials through application of APTF.
5. Task 10.6: Conversion of Chromium containing solid waste generated in leather industry into pavement
materials for transport applications
Deliverables:
1. Physical, chemical, Geotechnical and strength characteristics.
2. Embankment designs under traffic, saturation and seismic conditions.
3. Design specifications for use of wastes in sub base, Base and wearing courses.
4. Cost-effective pavement designs with waste /marginal materials.
5. Long term performance evaluation by APTF6. Construction and design guidelines for utilization of waste/marginal materials for road construction
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Research Task No. T 10.2 Start - End Dates Month 18 to 30
Activ ity Type Laboratory investigation, Design and analysis
Activ itity Leaders (s) P. S. Prasad
ar c pa ng c en s s
/TO (ini tials may be
used)
u r a ur, r. s or umar, anwar ng , r. . av s e ar, o
Ranjan & Prema Prasad, S.Mariyappan.
Evaluation of the coefficient of interaction between geosynthetics, G.I. Strips and industr ial wastes
for reinforced earth wall applications
Description of Task/Activity :
Collection of selected Industrial wastes
Study of physical, chemical and geotechnical characterist ics
Laboratory pullout tests
Design of reinforced earth walls / reinforced earth slopes and Retaining walls
Development of design specifications for utilisation of industr ial wastes for various geotechnical
applications
Deliverables:
Physical, chemical, geotechnical characteristics of waste/marginal materials
Design Charts for reinforced earth wall and reinforced earth slopes
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Research Task No. T 10.3 Start - End Dates Month 30 to 42
Task Tit le Structural design of embankment and pavement crust with waste and
marginal materials
Activity Type Data analysis, Embankment design, Pavement design
Activit it y Leaders (s) Dr Vasant G.Havanagi & Sh.Sudhir Mathur
Participating Scientists /TO
(initials may be used)
Nagabushan, Abhishek Mittal, U.K.Guruvittal
Objective:
.
construction
Description of Task/Activity :
1. Review of pavement design procedures for uti lizat ion of unsteril ized/ stabil ized materials for road
construction
2. Design of pavement using Indian Roads Congress procedures.
3. Design of pavement as per AASHTO, and other reviewed design procedures
4. Optimization of pavement thickness by using waste/marginal materials.
5. Standardization of pavement design procedures for utilization of waste/marginal materials for road construction
6. Deliverables:
State of art report on pavement design procedures.
Design guidelines as per Indian and other international procedures
Recommendations for optimum design.
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Research Task No. T 10.4 Start - End Dates Month 42 to 57months
Task Tit le Performance evaluation of test sections constructed using selected waste
an marg na ma er a s roug app ca on o
Activity Type Field performance evaluation
Activitit y Leaders (s) Dr Vasant G Havanagi & Nagabushan
Participating
Scientists /TO (init ials
may be used)
U.K.Guruvittal, Kanwar Singh, A.K.Sinha, Alok Ranjan, Abhishek Mittal
Objectives:
1. Long term performance evaluation of test tracks constructed with waste materials.
Description of Task/Activity :
1. Construction of experimental test tracks with selected waste materials
2. Instrumentation of experimental test tracks
3. Evaluation of various performance parameters under different traffic conditions.
. a a ana ys s an n erpre a on5. Development of design and construction guidelines for use of waste and marginal materials in
road construction.
Deliverable.
1. Performance data of designed experimental test tracks.
2. Design and construction guidelines for use of waste and marginal materials in road construction
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Work Package No. WP - 11 Start - End Dates Month 9 to 60
Work Package Tit le Improved Design Methods and Materials/ Mixes towards achieving
Activity Type Laboratory investigations, Pavement design, Test tracks, Guidelines
Participants CSIR-CRRI
Number of Scientists 5
Objective:
1. Im rovement of exist in s ecif ications of materials and mixes for f lexible avements
2. Development of design templates with reduced thickness of bituminous layers
Description of work :
Task 11.1: Improvement of sub-grade and sub-base material using nano-technology and new
generation additives.
Task 11.2: Development of bituminous mixes with high elastic modules, enhanced fatigue and
. Task 11.3: Design Methods for Reduction of Thickness of Flexible Pavements
Deliverables:
New and Innovative high performance materials for flexible pavement
Guidelines for Design and Construction of sustainable pavement with reduced thickness to
save aggregates
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Research Task No. T 11.1 Start End Dates 1 to 12 Months
Task Tit le Improvement of sub-grade and sub-base material using nano-
technology and new generation additives.
Activity Type Laboratory Study
. . .
Participating Scientists/TO
(initials may be used)
MNN VH GK GS RKS
1. Improvement of existing specifications and materials for pavement construction
Description of Task/Activity: Improvement of sub-grade and sub-base material using nanotechnology and new generation
additives
Deliverables:
Guidelines and specification for improvement of available materials for construction of sub-grade
- SCI Publications
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Research Task No. T 11.2 Start End Dates 1 to 24 Months
Task Tit le Development of b ituminous mixes with high elastic modules,
enhanced fatigue and life reduced rutting.
Activity Type Laboratory Study
Activ ity Leaders (s) Dr. P. K. JainParticipating Scientists/TO
(initials may be used)
SP AM DT GK GS
Objectives:
1. Improvement of existing specifications, materials and mixesDescription of Task/Activity:
eve opmen o um nous m xes w g e as c mo u us, en ance a gue e an re uce
rutting of pavement
Deliverables:
Technology for high performance bituminous materials and mixes for reduced th ickness of
bituminous layers
Patent, SCI Publications and New specification
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Research Task No. T 11.3 Start End Dates 13 to 60 Months
Task Title Design Methods for Reduct ion of Thickness of Flexible
Pavements
Activ ity Type Laboratory and Field Study
Activity Leaders (s) Dr. P. K. Jain
Participating Scientists/TO
(initials may be used)
MNN KB SP GK GS
Objectives:
1. Development of design templates with reduced thickness of bituminous layers
Description of Task/Activity:
Analytical design of pavement using high modulus mixes, improved sub-base and sub-grade
Construction of test strips with reduced thickness as well as standard design method
Observation of performance by Accelerated Pavement Testing Facili ties
Full scale performance studies
Development of new pavement designs
Estimation of savings in cost, energy and carbon credit
Deliverables:
Guidelines for Design and Construction of Sustainable pavement with reduced thickness Innovat ive Desi n Patent
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Work Package No. WP - 12 Start - End Dates Month 1 to 60
Work Package Title Development of Technology for Superior Performing Bi tuminous Pavements
Activity Type Technology Development
Participants CSIR-CRRI
Number of Scientists 04
Objectives:
.
the primary distress mechanisms of bituminous pavements in order to improve the condition of
our roads and optimise our resources, to meet the present day demands of road transport ofhaving a road network with good condition.
Description of work :
Task 12.1: To develop experimental-both lab and semi-field- as well as analytical methodologies
for bi tuminous mix design and characterisation
as . : eve opmen o ec n ques or e er per orm ng um nous m xes, en ancepavement li fe and assessment of service life
Task 12.3: Establishment of a knowledge base for adopting of improved technology
Deliverables:
A technology system based on reliable evaluation method
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Research Task No. T 12.1 Start - End Dates Month 1 to 12
Task Titlemix design and characterisation
Activ ity Type Laboratory and semi-field evaluation
c v y ea ers s a s an ey
Participating
Scientists/ TODr. P.K.Jain
K.Sitaramanjaneyulu
used)M.N.Nagabhushana M
Objectives:
- - -.
bituminous mix design and characterisation
Description of Task/Activity :
characterization of basic materials and bituminous mixes
Deliverables:
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Research Task No. T 12.3 Start - End Dates Month 51 to 60
Task Titletechnology
Act iv ity Type Creation
. .
Participating Scientists/
TO (init ials may be used)
1) Dr. P.K.Jain
2) K.Sitaramanjaneyulu
.
Objectives:
1. Establishment of a knowledge base for adopting of improved technology
escr p on o as c v y :
By consolidating the prime findings of Task 12.1 & 12.2, to create a knowledgebase that can
serve as a basis for all futuristic developmental studies in the related field of superior
performing bituminous pavements
Deliverables:
A well conceived knowledgebase
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Work Package No. WP - 13 Start - End Dates Month 1 to 60
Work Package Tit le Warm and Half Warm Mix Technology for Road Construction
Activity Type Laboratory investigations, Pavement design, Test tracks, Guidelines
Participants CSIR-
CRRINumber of Scientists 5
Objective:
1. Development of design methodology for warm and half warm mixes
2. Mechanistic properties of optimized compositions
3. Performance evaluat ion of warm mixes and half warm mixes b f ield studies
4. Development of design guidelines/ specifications
Description of work :
Task 13.1: Development of Warm half warm Mix based Technologies for Road Construction
Task 13.2: Performance Monitor ing of Test sections of warm and half warm mixes
Deliverables:
Design procedure for half warm and warm mixes
Guidelines and Specifications for warm and half warm mixes
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Research Task No. T 13.1 Start End Dates Month 1 to 18
Road Construction.
Activity Type Design and Mechanistic Evaluation of Warm and Half Warm Mixes
Activ ity Leaders (s) Dr. NKS Pundhir and Ms Ambika Behl
Participating Scientists/TO (init ials
may be used)
NKS SAN AB MPS PKJ GK GS
ec ves:
1. Optimization of warm and half warm mixes for use in bituminous courses
Description of Task/Activity:
Estimation of carbon footprint
Data analysis and preparation of guidelines/ specifications
Guidelines and specifications for half warm and warm mixes for road construction
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Research Task No. T 13.2 Start End Dates Month 36 to 60
as e er ormance on or ng o es ec on
Activity Type Field Study
.
Participating Scientists/TO
(initials may be used)
NKS SAN ABB MPS PKJ KB
Objectives:
1. Validation of design by full scale field trials of warm mixes
2. Framing of guidelines/ specifications for warm mixes
Laying of test sections and control section with warm mixes and cold mixes with different
specifications
Estimation of carbon footprints
Periodical post construct ion performance monitoring of test sections and control section
e vera es:
Guidelines and specifications
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Work Package No. WP - 14 Start - End Dates Month 1 to 60
Work Package Tit lese o ec a me sp a avemen n ons ruc on an
Maintenance of Roads
Activity Type Designing Guidelines
Participants CSIR-CRRI
Number of Scientists 02
1. To develop design guidelines to use Reclaimed Asphalt Pavement (RAP) in Construction and
Maintenance of flexible Roads
Description of work :
1. Task 14.1: Characterization (physical and chemical) and Development of Mix Design to use
RAP material in Road Construction
2. Task 14.2: Performance Evaluation of RAP test section with APTF and Design Manual/
u e nes eve opmenDeliverables:
Design guidelines to use Reclaimed Asphalt Pavement (RAP) in Construction and Maintenance
of f lexible Roads
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Research Task No. T 14.1 Start - End Dates Month 1 to 60
Characterization of RAP material and Develo ment of Mix Desi n toas e
use RAP material in Road Construct ion
Activity Type Characterization and Design
. . .
Participating Scientists/ TO
(initials may be used)PKJ MN AM SP AB
ec ves:
1. To characterize (physical and chemical properties) and development of mix design to use RAP
material in road construction
Characterization (physical and chemical) of RAP material extracted from different
sources/pavements of different aging characteristics so as to identify deficiencies therein.
Development of Mix Design with varying RAP content, their characterization and formulation of
optimum proportion of RAP
Deliverables:
Specification of rejuvenating agents and bituminous mix containing RAP
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Research Task No. T 14.2 Start - End Dates Month 1 to 60
Performance Evaluation of RAP test section with APTF and Desi nas e
Manual/ Guidelines Development
Activity Type Evaluation and Design Guidelines
.
Participating Scientists/ TO
(initials may be used)PKJ MN AM GK GS
1. To construct test strips with recycled materials and carry out performance evaluation of RAP
test section with APTF2. To develop a Design Manual/ Guidelines to use RAP material in Road Construction
Description of Task/Activity :
Design and Construct ion of test sections with identified RAP proportions and their performance
evaluation using APTF
Performance Evaluation of the test section with APTF Design Manual/Guidelines on the use of RAP in road construction
Deliverables:
Design guidelines to use Reclaimed Asphalt Pavement (RAP) in Construction and Maintenance
of Roads and save aggregate
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1. Guideline for use of bitumen emulsion and cold mixes for
construct ion and maintenance of roads. (New code for IRC, H-6
Committee): 31 July 2012
2. Revision of IRC: 82-1984 Maintenance of bituminous pavement: (IRC
H-6 Committee 30 Se tember 2012
3. Compendium on pavement preservation techniques (IRC H-6
4. Submission of Project Proposal pavement preservation technique
-
2012)
5. Project proposal upgradation of IS 15462:2004 Polymer and Rubber
Modif ied Bitumen under submission to BIS (PCD committee)
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