TECHNICAL NOTES
Nov 1, 2008

Crushed Glass-Dredged Material (CG-DM) Blends: Role of Organic Matter Content and DM Variability on Field Compaction

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 11

Abstract

Trial embankments comprised of crushed glass-dredged material (CG-DM) blends and a 100% DM embankment were constructed to provide the necessary data sets to determine if a moisture content (MC) correction was required for the nuclear density (ND) gauge, as DM may contain a high organic matter content (OC). The MCs of thin-walled tube samples of CG-DM blends collected immediately below the ND gauge were compared to the corresponding ND gauge readings. A direct correlation between the MC data pairings from the tube samples and ND gauge readings showed that the ND gauge was greater than 97% accurate for MCs up to 55% and OCs up to 10% for the CG-DM blends evaluated in this study. However, the MC determined by the ND gauge was underpredicted (not overpredicted) by approximately 2.5%, contrary to theoretical expectations. A comparison of the average MC results per embankment indicated that the ND gauge was generally within 1% of the tube sample values, again on the low side. Interestingly, the rutting of the individual embankment lifts, often used as an informal metric for compaction compliance also was found to be contrary to expectations. The (re)constructed CG-DM embankments of this study were again shown to satisfy local Department of Transportation embankment construction criteria in most cases.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The USACE-Philadelphia District provided the funds and dredged material to support this research under Contract No. W912BU-05-D-0001 to Schnabel Engineering (West Chester, Pa.). Messrs. Michael Carnivale III, and Thomas W. Groff (USACE) are thanked for their support and involvement. Apex Companies, LLC, provided field construction services and the assistance of Atwood Davis and Michael Oates in several project phases are greatly appreciated. Ms. Robyn Myers (Troxler) provided helpful comments to the manuscript. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the writers and do not necessarily reflect the views of the project sponsors.

References

AASHTO. (2004). “Family of curves—One point method.” AASHTO T272-04, Washington, D.C.
ASTM. (2000a). “Standard practice for thin-walled tube sampling of soil for geotechnical purposes.” ASTM D1587-00, West Conshohocken, Pa.
ASTM. (2000b). “Standard test methods for laboratory compaction characteristics of soil using modified effort.” ASTM D1557-00, West Conshohocken, Pa.
ASTM. (2000c). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” ASTM D698-00, West Conshohocken, Pa.
ASTM. (2000d). “Standard test methods for moisture, ash and organic matter content of peats and other organic soils.” ASTM D2974-00, West Conshohocken, Pa.
ASTM. (2004a). “Standard test method for density of soil and soil-aggregate in place by nuclear methods (shallow depth).” ASTM D2922-04, West Conshohocken, Pa.
ASTM. (2004b). “Standard test method for water content of soil and rock in place by nuclear methods (shallow depth).” ASTM D3017-04, West Conshohocken, Pa.
Cadden, A. W., Grubb, D. G., Miller, D. D., and Mibroda, J. (2007). “Compaction quality control guidance for dredged material.” Geo-Denver 2007: New Peaks in Geotechnics, STP 172, H. W. Olsen, ed., ASCE, 1–16.
Delaware Department of Transportation (DelDOT). (2001). Standard specifications for road and bridge construction, Dover, Del.
Grubb, D. G., Davis, A., Sands, S. C., Carnivale, M., III, Wartman, J., and Gallagher, P. M. (2006a). “Field evaluation of crushed glass-dredged material blends.” J. Geotech. Geoenviron. Eng., 132(5), 577–590.
Grubb, D. G., Davis, A., Sands, S. C., Carnivale, M., III, Wartman, J., and Gallagher, P. M. (2007). “Errata for: Field evaluation of crushed glass-dredged material blends.” J. Geotech. Geoenviron. Eng., 133(1), 127–128.
Grubb, D. G., Gallagher, P. M., Wartman, J., Liu, Y., and Carnivale, M., III. (2006b). “Laboratory evaluation of crushed glass-dredged material blends.” J. Geotech. Geoenviron. Eng., 132(5), 562–576.
Joslin, J. G. (1959). “Ohio’s typical moisture-density curves.” Symp. on Application of Soil Testing in Highway Design and Construction, STP 239, American Society for Testing and Materials, Philadelphia, 111–118.
Maher, A. (2001). “Roadway embankment pilot project at Parcel G of the OENJ redevelopment site, Elizabeth, Union County, New Jersey.” Final Geotechnical Rep. No. OENJ/NJDOT, Prepared for N.J. Maritime Resources, N.J. Department of Transportation, Sadat Associates and OENJ Corp.
New Jersey Department of Transportation (NJDOT). (2001). Standard specifications for road and bridge construction, Trenton, N.J.
Noorany, I. (1990). “Variability in compaction control.” J. Geotech. Engrg., 116(7), 1132–1136.
Noorany, I., Gardner, W. S., Corley, D. J., and Brown, J. L. (2000). “Variability in field density tests.” Constructing and controlling compaction of earth fills, ASTM STP 1384, D. W. Shanklin, K. R. Rademacher, and J. R. Talbot, eds., American Society for Testing and Materials, West Conshohocken, Pa., 58–72.
Pennsylvania Department of Transportation (PennDOT). (1995). “Pennsylvania Test Method No. 1: Method of test for probability sampling.” Field test manual, Publication 19/1995 (August 2001 printing), Harrisburg, Pa.
Pennsylvania Department of Transportation (PennDOT). (2006). Specifications, Publication 408/2003 (Change No. 5, Effective 04/01/06), Harrisburg, Pa.
Poulos, S. J. (1988). “Compaction control and the index unit weight.” Geotech. Test. J., 11(2), 100–108.
Randrup, T. B, and Lichter, J. M. (2001). “Measuring soil compaction on construction sites: A review of surface nuclear gauges and penetrometers.” J. Arboriculture, 27(3), 109–117.
Srebro, A., Grubb, D. G., and Cadden, A. W. (2008). “Populating a ‘dredged material’ family of compaction curves.” GeoCongress 2008: Geotechnics of Waste Management and Remediation, Geotechnical Special Publication No. 177, M. H. Khire, A. N. Alshawabkeh, and K. N. Reddy, eds., ASCE, 764–771.
Troxler Electronic Laboratories, Inc. (1994). Manual of operation and instruction, 3400-B Series moisture-density gauge, Research Triangle Park, N.C.
Troxler Electronic Laboratories, Inc. (2001). “Application brief: The importance of the application of necessary moisture correction factors to field compaction tests made with nuclear moisture gauges.” Research Triangle Park, N.C.
Wartman, J., Grubb, D. G., and Nasim, A. S. M. (2004). “Select engineering characteristics of crushed glass.” J. Mater. Civ. Eng., 16(6), 526–539.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134Issue 11November 2008
Pages: 1665 - 1675

History

Received: Jan 12, 2007
Accepted: Jan 7, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Dennis G. Grubb, M.ASCE [email protected]
Senior Associate, Schnabel Engineering, LLC, 510 East Gay St., West Chester, PA 19380. E-mail: [email protected].
Allen W. Cadden, M.ASCE
Principal, Schnabel Engineering, LLC, 510 East Gay St., West Chester, PA 19380.
David D. Miller
Project Manager, Apex Companies LLC, 269 Great Valley Parkway, Malvern, PA 19355.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share