Boston’s Storrow Drive Tunnel Rehabilitation
Geocomp Monitors Tunnel
Storrow Drive is a major 
cross-town expressway 
in Boston, Massachusetts, 
and is maintained by 
the Massachusetts 
Department of 
Conservation & 
Recreation (DCR). 
A portion of Storrow 
Drive eastbound drops 
into a tunnel beneath 
Storrow Drive westbound. 
This 55-year-old 
section — the 
Storrow Drive Tunnel 
— carries 103,000 
vehicles a day through 
Boston’s Back Bay 
neighborhood, and it was 
showing serious signs 
of decay. This year, 
DCR began interim 
repairs to the tunnel. 
The structural members 
in the roof of the 
eastbound tunnel show 
unusual indications 
of structural distress. 
The structural engineer 
for DCR, Simpson
Gumpertz & Heger Inc.
(SGH), designed an 
instrumentation program 
consisting of strain 
gages and temperature 
sensors to evaluate strains 
induced by in-service live 
loads and loads from 
controlled load tests. 
Strains resulting from 
changes in temperature 
will also be evaluated. 
The aim of the program 
is to help evaluate 
questions about 
the current level of 
safety for vehicular 
traffic and indications 
of incipient cracks in 
the girder webs where 
the diaphragm beams connect. 

The results of the work 
will provide a better 
understanding of the 
mechanisms causing 
apparent structural 
distress in the girders 

Storrow Drive, looking west. At left center is one of the eastbound Storrow Drive Tunnel exits.

so that the most effective mitigation 
scheme can be implemented.

SGH retained Geocomp to provide 
instrumentation and monitoring 
services. 
Geocomp installed 20 uniaxial strain 
gages and 6 strain gage rosettes on 
the web and flanges of girders at

(Continued on page 2)

From the Lab
Benefits of Pullout Testing
Inside this Issue:
Boston's Storrow Drive Tunnel Rehabilitation

1
From the Lab
Benefits of Pullout Testing

1
Noteworthy
Marr inducted to NAE

3
Lab Systems
Malaysia Researchers

Who's New
3
Pullout tests are performed to evaluate the interaction between reinforcement and soil for use in design of mechanically stabilized earth retaining walls, reinforced soil slopes and reinforced embankments over soft soil conditions. Both pullout resistance and deformation of the reinforcement are evaluated.

The end results are design values applicable to site conditions. Test results also provide information related to in-soils stress strain response of a geosynthetic under a confined load application. For example, we have used the stress strain response information to evaluate the performance of various geosynthetics in roadway base reinforcement applications.

Many factors directly impact the test results of pullout resistance, such as soil characteristics, type of reinforcement used, confining pressure applied, relative

(Continued on page 2)

Page 1   www.geocomp.com
below the SURFACE
December 2008