DELHI MATHURA HIGHWAY
PROJECT (NH-2)
A Case Study
CICO provides solution to
IRCON for their Delhi-Mathura Concrete Highway Project.
PROJECT REQUIREMENT
The ADB aided 92 km. Delhi-Mathura Highway Project
in Haryana and Uttar Pradesh involved construction of zero maintenance high strength
concrete pavement designed with latest technology requiring adequate modern
infrastructure. The project was awarded to M/s. Indian Railway Construction Co. Ltd.
(IRCON). They have wide experience with reputation to execute prestigious projects around
the world.
During the first phase of the construction work.
several difficulties were experienced by the contractors especially that of the retention
of workability in summer. The specifications for this concrete pavement called for 28 days
compressive strength of 530 kg/cm2 concrete with initial slump of 40 to 60 mm with a
retention after 45 minutes to be around25 mm +/- 10 mm. The average time estimated between
mixing and placement of the concrete was around 30 minutes. This is the time when CICO
Group got involved with IRCON and provided the correct superplasticiser, required for the
job. CICO PLAST SUPER - HS is high range water reducing concrete admixture based on blend
of high molecular weight polymers. The significant advantage of this admixture over
conventional European style additives lies in its compatibility in high ambient
temperatures at places like India.
Several hundred trials were conducted both at the
site as well as in the field laboratory with various brands of superplasticisers. But
IRCON selected CICO PLAST SUPER - HS which fulfilled all the critical paarmeters
stipulated for the site conditions with the optimum cement consumption.
MIX PROPORTION FOR CUBIC METER CONCRETE (IN KG)
| Cement |
|
| (53 Grade or IRS T-40) |
=400 |
| Water |
=170 |
Stone Dust (0-5mm)
|
=540 |
| Coarse Aggregate (5-20 mm) |
=1270 |
CICO PLAST SUPER - HS
@0.25 ltr per 50 kg of cement |
=2 ltr |
RESULTS:
| SI.No. Tests |
Control Mix |
with CICO PLAST SUPER -HS |
Requirements |
1. Slump (in mm)
....- immediate
....- after 45 minutes |
10
- |
60
35 |
50±10
25±10 |
2. Compressive Strength in ....(kg/cm2)
....-7 days
....-28 days |
350
507 |
390
575 |
-
530 |
LIMITATION OF PQC
CONCRETE CURING POSES A PROBLEM
There was a constraint for PQC concrete curing.
Suitable water was not available at the construction site for curing. CICO Group
provided a solution by offering resin based aluminized curing compound, CICO Ritecure
which is very economical compared to any other conventional curing agent/system.
|