Survey on
Flowable fill / Controlled Low-Strength Material (CLSM) / Flowable
Mortar /
Controlled
Density fill
This is a survey conducted to collect details about the use of
Controlled Low-Strength Materials (CLSM), their properties and application
areas by various City Agencies. We greatly appreciate your time for providing
us the following details.
Please
include your information for contact (required)
**
Email:
Project location
-
List the name(s) of the CLSM material (s)
used (please include the commercial name).
-
Are the ingredients of CLSM known to users?
No,
Proprietary Information
Yes, Non-Proprietary Information
-
If known, please list the type and
proportions of these ingredients:
-
Which of the following application areas in
which the CLSMs are used?
Trench
Filling
Backfill
Pavement
Bases
Excavation
Works List
others:
-
What tests are followed for the mix design?
Strength
Unit Weight
Flowability
Test List
others:
-
What is the typical ‘water-cement ratio’
range used in the CLSM mix?
-
How long is the curing period for the CLSM
section before opening to traffic?
4-hours
8-hours
24-hours
Other:
-
Are there any problems encountered during
mixing and transportation of CLSM?
Loss
in Strength
Bleeding
Segregation
Other:
-
List the tests conducted on field mix
samples to assess QA/QC operations.
Strength
Flowability
Unit
Weight Others:
-
List any other properties and their
specifications that are followed in your CLSM projects.
1)
2)
-
Are there any excavatability problems
encountered on the hardened CLSM section
Yes
No
Explain:
We thank you for your valuable time given to
this survey. We kindly request to either submit your survey response below or
mail it to
anand@uta.edu
or fax to
817-272-2630, Anand J. Puppala, PhD, PE, Associate Professor, Box
19308, Department of Civil and Environmental Engineering, The University of
Texas at Arlington, Arlington, TX-76019, USA.