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TECHFAB ND A Client : Consultant : Site Location : Completion Date : Product used : Site Description : Public Works Department, Pune Project implemented in association with Reliance Industries Ltd Dr. B. V. S. Viswanadham, IIT Powai, Mumbai Main District Road 82 (Dapodi Kadethan) near Kedgaon off Pune - Solapur Highway. April 2004 Polypropylene Tape x Tape Woven Geotextile (Techfab TPP 265) in 5 mtr width manufactured by TechFab India Black Cotton Soil; CBR less than 2; High Water table. Traffic Intensity Medium. Commercial vehicles mainly carrying sand and Sugarcane ply on this route. Usually the road constructed in this section would not last for more than 6 months, developing severe rut depths and pot holes and would become almost unmotorable. Actual Road Condition Surface preparation Geotextile being unrolled Soft murum layer being placed over Geotextile C A S E S T U D Y C A S E S T U D Y C A S E S T U D Y TECHFAB ND A TECHFAB ND A 712, Embassy Centre, Nariman Point, Mumbai 400 021. India. Tel.: 91-22-2287 6224 / 2287 6225 Fax : 91-22-2287 6218 E-mail : [email protected] Website : www.techfabindia.com Geotextile layer Existing ground surface 1.2 0.5 0.45 1.88 5.0 7.50 3.75 1.88 1.2 25 mm Dense Bituminous Concrete 170 mm select soil shoulder 520 mm select aggregate layer (as per MORTH Specs) 0.5 (Minimum) 1 0.75 Cross- section of proposed Geotextile reinforced road along MDR82. [ Not to scale] 0.75 2.5 2.5 2.5 10.0 Lime + Black cotton soil mix trench Lime treated Sub base 0.3 0.3 Leveling of soft murum layer on top of the Geotextile THE SOLUTION THE SOLUTION Main District Road 82 (Dapodi Kadethan) near Kedgaon off Pune - Solapur Highway. Cross Section of the Geotextile Reinforced Road along MDR 82 The Geotextile (Techfab TPP 265) was placed between the sub base of Black Cotton soil, thus preventing the intermixing with the aggregate layer above. The Geotextile (Techfab TPP 265) would act as a reinforcing layer also and restrain the formation of rut depths.

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TE

CH

FA

B

ND

AClient :

Consultant :

Site Location :

Completion Date :

Product used :

Site Description :

Public Works Department,

Pune

Project implemented in association with

Reliance Industries Ltd

Dr. B. V. S. Viswanadham,

IIT Powai, Mumbai

Main District Road 82

(Dapodi Kadethan) near Kedgaon off

Pune - Solapur Highway.

April 2004

Polypropylene Tape x

Tape Woven Geotextile (Techfab TPP

265) in 5 mtr width manufactured by

TechFab India

Black Cotton Soil;

CBR less than 2; High Water table.

Traffic Intensity Medium. Commercial

vehicles mainly carrying sand and

Sugarcane ply on this route. Usually the

road constructed in this section would

not last for more than 6 months,

developing severe rut depths and pot

holes and would become almost

unmotorable.

Actual Road Condition

Surface preparation

Geotextile being unrolled

Soft murum layer being placed over Geotextile

C A S E S T U D YC A S E S T U D YC A S E S T U D Y

TE

CH

FA

B

ND

A

TECHFAB ND A

712, Embassy Centre, Nariman Point, Mumbai 400 021. India.Tel.: 91-22-2287 6224 / 2287 6225 Fax : 91-22-2287 6218 E-mail : [email protected] : www.techfabindia.com

Geotextile layer

Existingground surface

1.2

0.5

0.45

1.88

5.0

7.50

3.75 1.88

1.2

25 mm Dense Bituminous Concrete

170 mm select soil shoulder

520 mm select aggregate layer(as per MORTH Specs)

0.5 (Minimum)

1

0.75

Cross- section of proposedGeotextilereinforced roadalong MDR82.

[ Not to scale]

0.752.5 2.5 2.5

10.0

Lime + Black cotton soilmix trench

Lime treatedSub base

0.3

0.3

Leveling of soft murum layer on top of the Geotextile

T H E S O L U T I O NT H E S O L U T I O N

Main District Road 82 (Dapodi Kadethan) near Kedgaon off Pune - Solapur Highway.

Cross Section of the Geotextile Reinforced Road along MDR 82

The Geotextile (Techfab TPP 265) was

placed between the sub base of Black

Cotton soil, thus preventing the

intermixing with the aggregate layer

above. The Geotextile (Techfab TPP

265) would act as a reinforcing layer

also and restrain the formation of rut

depths.