Mamo, M., McCallister, D., Schacht, W., & Wingeyer, A. (2015). Evaluation of concrete grinding residue (CGR) slurry application on vegetation and soil responses along Nebraska State HWY 31 (Report No. SPR-P1(13)M335). Nebraska. Dept. of Roads. https://rosap.ntl.bts.gov/view/dot/29490
Mamo, Martha, Dennis McCallister, Walter Schacht, and Ana Wingeyer. Evaluation of concrete grinding residue (CGR) slurry application on vegetation and soil responses along Nebraska State HWY 31. Report no. SPR-P1(13)M335. Nebraska. Dept. of Roads, 2015. https://rosap.ntl.bts.gov/view/dot/29490.
Mamo, Martha, et al. Evaluation of concrete grinding residue (CGR) slurry application on vegetation and soil responses along Nebraska State HWY 31. Nebraska. Dept. of Roads, 2015, Report no. SPR-P1(13)M335, ROSA P. https://rosap.ntl.bts.gov/view/dot/29490.
Diamond grinding is a concrete pavement restoration technique that corrects irregularities
;
such as faulting and roughness on old concrete pavements and extends the life of pavement.
;
Cooling water used during the diamond grinding of concrete pavement highways generates
;
slurry consisting of water, concrete and aggregate residue (CGR). Recently, disposal of CGR in
;
Nebraska changed from unregulated roadside discharge to a National Pollutant Discharge
;
Elimination System (NPDES) permit (NDEQ, 2010). The permit is designed to control pollutant
;
levels being land applied as a result of the spreading of CGR slurry. According to NPDES
;
permit, the CGR primary pollutant is its alkalinity and the amount of CGR that can be roadside
;
applied is restricted to 5 dry tons/acre or the agronomic liming rate whichever is lower.
;
The Nebraska Department of Roads (NDOR) is concerned that existing agronomic rate
;
calculation methods were developed to minimize the active ingredient (lime) application, as such,
;
there is also need to evaluate maximum discharge rate of CGR for cost efficiency. Therefore, this
;
research was established to evaluate rates that will maximize the CGR discharge rate without
;
adverse effects on roadside vegetation and soil.
Mamo, M., McCallister, D., Schacht, W., & Wingeyer, A. (2015). Evaluation of concrete grinding residue (CGR) slurry application on vegetation and soil responses along Nebraska State HWY 31 (Report No. SPR-P1(13)M335). Nebraska. Dept. of Roads. https://rosap.ntl.bts.gov/view/dot/29490
Mamo, Martha, Dennis McCallister, Walter Schacht, and Ana Wingeyer. Evaluation of concrete grinding residue (CGR) slurry application on vegetation and soil responses along Nebraska State HWY 31. Report no. SPR-P1(13)M335. Nebraska. Dept. of Roads, 2015. https://rosap.ntl.bts.gov/view/dot/29490.
Mamo, Martha, et al. Evaluation of concrete grinding residue (CGR) slurry application on vegetation and soil responses along Nebraska State HWY 31. Nebraska. Dept. of Roads, 2015, Report no. SPR-P1(13)M335, ROSA P. https://rosap.ntl.bts.gov/view/dot/29490.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.