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Tech Report 27

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Mechanistic-Empirical Pavement Design: Materials Testing of Resilient and Dynamic Modulus

CITE Title : Mechanistic-Empirical Pavement Design: Materials Testing of Resilient and Dynamic Modulus Creator(s) : Roberts, Lance;Nocks, Stephanie; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Dept. of Transportation. Office of Research;United States. Department of Transportation. Federal Highway Administration; Published Date : 2010-05-31 Report Number : SD2008-10-F URL : /view/dot/64169 "Mechanistic-Empirical Pavement Design: Materials" (2010). "Mechanistic-Empirical Pavement Design: Materials Testing of Resilient and Dynamic Modulus" (2010) "Mechanistic-Empirical Pavement Design: Materials Testing of Resilient and Dynamic Modulus" , 2010 Export RIS Citation Information.

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Roberts, Lance ;

Nocks, Stephanie

2010-05-31

:

The Mechanistic-Empirical Pavement Design Guide (MEPDG) requires the resilient modulus (Mr) characterization of base and subgrade materials and the dy...
Preliminary Laboratory Evaluation of Fiber Reinforced Asphalt Concrete Pavement

CITE Title : Preliminary Laboratory Evaluation of Fiber Reinforced Asphalt Concrete Pavement Creator(s) : Roberts, Lance A;Lein, Wade A; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research;United States. Department of Transportation. Federal Highway Administration; Published Date : 2011-04-30 Report Number : SD2009-10-F URL : /view/dot/64147 "Preliminary Laboratory Evaluation of" (2011). "Preliminary Laboratory Evaluation of Fiber Reinforced Asphalt Concrete Pavement" (2011) "Preliminary Laboratory Evaluation of Fiber Reinforced Asphalt Concrete Pavement" , 2011 Export RIS Citation Information.

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Roberts, Lance A ;

Lein, Wade A

2011-04-30

:

The objectives of this research were the following: 1) Observe and document the field placement of fiber reinforced hot mix asphalt (HMA) material on ...
Review and Refinement of SDDOT’s LRFD Deep Foundation Design Method

CITE Title : Review and Refinement of SDDOT’s LRFD Deep Foundation Design Method Creator(s) : Jones, Allen;Roberts, Lance;Exley, Brice;Bertram, Brady; Corporate Creator(s) : South Dakota State University. Department of Civil and Environmental Engineering;South Dakota School of Mines and Technology; Corporate Contributor(s) : South Dakota. Dept. of Transportation. Office of Research;United States. Department of Transportation. Federal Highway Administration; Published Date : 2011-01-31 Report Number : SD2008-08-F URL : /view/dot/64161 "Review and Refinement of" (2011). "Review and Refinement of SDDOT’s LRFD Deep Foundation Design Method" (2011) "Review and Refinement of SDDOT’s LRFD Deep Foundation Design Method" , 2011 Export RIS Citation Information.

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Jones, Allen ;

Roberts, Lance

2011-01-31

:

It is well-known by practicing engineers that uncertainty exists in design and that this uncertainty arises from numerous sources. Reliability-based d...
Review and Refinement of SDDOT’s LRFD Shallow Foundation Design Method

CITE Title : Review and Refinement of SDDOT’s LRFD Shallow Foundation Design Method Creator(s) : Lingwall, Bret;Nam, Soonkie;Roberts, Lance; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 2020-07-09 Report Number : SD2014-11-F URL : /view/dot/67325 "Review and Refinement of" (2020). "Review and Refinement of SDDOT’s LRFD Shallow Foundation Design Method" (2020) "Review and Refinement of SDDOT’s LRFD Shallow Foundation Design Method" , 2020 Export RIS Citation Information.

:

Lingwall, Bret ;

Nam, Soonkie

2020-07-09

:

The objective of this project was to conduct a comprehensive review of Load Resistance Factor Design (LRFD) for bridge and wall shallow foundations. L...
Resilient and Dynamic Modulus Testing For M-E Pavement Design

CITE Title : Resilient and Dynamic Modulus Testing For M-E Pavement Design Creator(s) : Lingwall, Bret Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research;United States. Department of Transportation. Federal Highway Administration; Published Date : 2020-07-21 Report Number : SD2014-21-F URL : /view/dot/67327 "Resilient and Dynamic Modulus" (2020). "Resilient and Dynamic Modulus Testing For M-E Pavement Design" (2020) "Resilient and Dynamic Modulus Testing For M-E Pavement Design" , 2020 Export RIS Citation Information.

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Lingwall, Bret

2020-07-21

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This project was originally funded with Principle Investigator (PI) Dr. Soonkie Nam, with Dr. Bret Lingwall as co-PI serving in a support role. The pr...
Delamination Surveys and Removal Procedures for Rubberized Asphalt Seal (RACS) Bridge Deck Overlays [Executive Summary]

CITE Title : Delamination Surveys and Removal Procedures for Rubberized Asphalt Seal (RACS) Bridge Deck Overlays [Executive Summary] Creator(s) : Jenkins, C. H. M. Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 1998-07-07 Report Number : SD96-19-X URL : /view/dot/80189 "Delamination Surveys and Removal" (1998). "Delamination Surveys and Removal Procedures for Rubberized Asphalt Seal (RACS) Bridge Deck Overlays [Executive Summary]" (1998) "Delamination Surveys and Removal Procedures for Rubberized Asphalt Seal (RACS) Bridge Deck Overlays [Executive Summary]" , 1998 Export RIS Citation Information.

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Jenkins, C. H. M.

1998-07-07

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Rubberized Asphalt Chip Seal (RACS) has been used for several decades to protect the bridges in South Dakota. RACS, among other things, prevents South...
Analytical Parametric Study of a Tied-Back System for Reinforcing Distressed Bridge Abutments: Vol III

CITE Title : Analytical Parametric Study of a Tied-Back System for Reinforcing Distressed Bridge Abutments: Vol III Creator(s) : Bang, Sangchul;Yeon, Hyeong I.; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 1990-12-01 Report Number : SD89-06 URL : /view/dot/80127 "Analytical Parametric Study of" (1990). "Analytical Parametric Study of a Tied-Back System for Reinforcing Distressed Bridge Abutments: Vol III" (1990) "Analytical Parametric Study of a Tied-Back System for Reinforcing Distressed Bridge Abutments: Vol III" , 1990 Export RIS Citation Information.

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Bang, Sangchul ;

Yeon, Hyeong I.

1990-12-01

:

Many bridge abutments in South Dakota have experienced significant lateral movements. One of the proposed remedial methods for repairing this distress...
Mobile Workzone Sign Support

CITE Title : Mobile Workzone Sign Support Creator(s) : Becker, Jonathan;Orth, Paul;Riley, Tim; Corporate Creator(s) : South Dakota School of Mines and Technology;South Dakota State University; Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 1998-05-30 Report Number : SD94-08 URL : /view/dot/80172 "Mobile Workzone Sign Support" (1998). "Mobile Workzone Sign Support" (1998) "Mobile Workzone Sign Support" , 1998 Export RIS Citation Information.

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Becker, Jonathan ;

Orth, Paul

1998-05-30

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During certain highway maintenance operations, work zones move necessitating resetting the ''Flagman Ahead signs. The Federal Highway Administration's...
Biological Effect of South Dakota Deicer Number 2 on Environment

CITE Title : Biological Effect of South Dakota Deicer Number 2 on Environment Creator(s) : Bang, Sookie S;Roseland, Jane A; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation Published Date : 1989-08-01 Report Number : SD89-12 URL : /view/dot/80132 "Biological Effect of South" (1989). "Biological Effect of South Dakota Deicer Number 2 on Environment" (1989) "Biological Effect of South Dakota Deicer Number 2 on Environment" , 1989 Export RIS Citation Information.

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Bang, Sookie S ;

Roseland, Jane A

1989-08-01

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The primary objective of this study is to determine the environmental impact of SDD2 by utilizing laboratory animals to evaluate its toxicity and by m...
Field Performance of Abutment Tiebacks

CITE Title : Field Performance of Abutment Tiebacks Creator(s) : Whitworth, Paul;Bang, Sangchul; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 1996-12-01 Report Number : SD90-07-F URL : /view/dot/80141 "Field Performance of Abutment" (1996). "Field Performance of Abutment Tiebacks" (1996) "Field Performance of Abutment Tiebacks" , 1996 Export RIS Citation Information.

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Whitworth, Paul ;

Bang, Sangchul

1996-12-01

:

The South Dakota Department of Transportation has experienced problems with rotation of sill type bridge abutments resulting in abutment backwalls jam...
Heaves at Transverse Cracks in Asphalt Concrete Pavement

CITE Title : Heaves at Transverse Cracks in Asphalt Concrete Pavement Creator(s) : Preber, Terje;Peters, Darla J; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation Published Date : 1993-06-30 Report Number : SD92-11-F URL : /view/dot/80074 "Heaves at Transverse Cracks" (1993). "Heaves at Transverse Cracks in Asphalt Concrete Pavement" (1993) "Heaves at Transverse Cracks in Asphalt Concrete Pavement" , 1993 Export RIS Citation Information.

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Preber, Terje ;

Peters, Darla J

1993-06-30

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This report presents the results of the investigation for the cause of heaves at transverse cracks on US Highway 212 between LaPlant and the Missouri ...
Development of a Type I (PM) Cement

CITE Title : Development of a Type I (PM) Cement Creator(s) : Ramakrishnan, V. Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 1993-03-31 Report Number : SD91-11-F URL : /view/dot/80079 "Development of a Type" (1993). "Development of a Type I (PM) Cement" (1993) "Development of a Type I (PM) Cement" , 1993 Export RIS Citation Information.

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Ramakrishnan, V.

1993-03-31

:

Alkali-silica reactivity (ASR) produces a major problem in concrete structures. This report presents an experimental investigation to identify a natur...
Evaluation of Crack-Free Bridge Decks

CITE Title : Evaluation of Crack-Free Bridge Decks Creator(s) : Patnaik, Anil;Ramakrishnan, V.;Wehbe, Nadim;Sigl, Arden; Corporate Creator(s) : South Dakota School of Mines and Technology;South Dakota State University; Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research;United States. Department of Transportation. Federal Highway Administration; Contributor(s) : Foster, John Published Date : 2011-06-01 Report Number : SD2005-11-F URL : /view/dot/77580 "Evaluation of Crack-Free Bridge" (2011). "Evaluation of Crack-Free Bridge Decks" (2011) "Evaluation of Crack-Free Bridge Decks" , 2011 Export RIS Citation Information.

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Patnaik, Anil ;

Ramakrishnan, V.

2011-06-01

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Low cracking high performance concrete (LC-HPC) was developed in the pooled fund project TPF-5(051) at the University of Kansas. The objective of this...
Climate and Groundwater Data to Support Mechanistic-Empirical Design in South Dakota

CITE Title : Climate and Groundwater Data to Support Mechanistic-Empirical Design in South Dakota Creator(s) : Cetin, Bora;Schwartz, Charles W.;Forman, Barton A;Roberts, Lance A;Gribb, Molly M; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 2015-07-21 Report Number : SD2013-05-F URL : /view/dot/77698 "Climate and Groundwater Data" (2015). "Climate and Groundwater Data to Support Mechanistic-Empirical Design in South Dakota" (2015) "Climate and Groundwater Data to Support Mechanistic-Empirical Design in South Dakota" , 2015 Export RIS Citation Information.

:

Cetin, Bora ;

Schwartz, Charles W.

2015-07-21

:

The analysis methodology in the AASHTO mechanistic pavement design guide (MEPDG) places a strong emphasis on the influence of climate conditions and g...
Development of Specifications for Portland-Limestone Cement

CITE Title : Development of Specifications for Portland-Limestone Cement Creator(s) : Elahi, Md Manjur A;Shearer, Christopher R; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research;United States. Department of Transportation. Federal Highway Administration; Published Date : 2019-01-31 Report Number : SD2016-04-F URL : /view/dot/72493 "Development of Specifications for" (2019). "Development of Specifications for Portland-Limestone Cement" (2019) "Development of Specifications for Portland-Limestone Cement" , 2019 Export RIS Citation Information.

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Elahi, Md Manjur A ;

Shearer, Christopher R

2019-01-31

:

Sulfate attack can occur in concrete due to external sulfate ions reacting with hydrated cement paste. The sulfate attack resistance of portland-limes...
Low Shrinkage Mix Designs to Reduce Early Cracking of Concrete Bridge Decks

CITE Title : Low Shrinkage Mix Designs to Reduce Early Cracking of Concrete Bridge Decks Creator(s) : Simonton, Eric;Shearer, Christopher R; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research;United States. Department of Transportation. Federal Highway Administration; Published Date : 2021-05-01 Report Number : SD2018-04-F URL : /view/dot/72480 "Low Shrinkage Mix Designs" (2021). "Low Shrinkage Mix Designs to Reduce Early Cracking of Concrete Bridge Decks" (2021) "Low Shrinkage Mix Designs to Reduce Early Cracking of Concrete Bridge Decks" , 2021 Export RIS Citation Information.

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Simonton, Eric ;

Shearer, Christopher R

2021-05-01

:

Concrete bridge decks in South Dakota have reduced services lives due to shrinkage cracking. This study evaluated the effects of varying concrete mix ...
Development of a Type I (PM) Cement – Supplementary Report 4 — Physical and Elastic Properties of Natural Pozzolan Blended (Type-IP) Cement Concretes

CITE Title : Development of a Type I (PM) Cement – Supplementary Report 4 — Physical and Elastic Properties of Natural Pozzolan Blended (Type-IP) Cement Concretes Creator(s) : Ramakrishnan, V.;Sure, V R; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 1993-03-31 Report Number : SD91-l l -F URL : /view/dot/80077 "Development of a Type" (1993). "Development of a Type I (PM) Cement – Supplementary Report 4 — Physical and Elastic Properties of Natural Pozzolan Blended (Type-IP) Cement Concretes" (1993) "Development of a Type I (PM) Cement – Supplementary Report 4 — Physical and Elastic Properties of Natural Pozzolan Blended (Type-IP) Cement Concretes" , 1993 Export RIS Citation Information.

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Ramakrishnan, V. ;

Sure, V R

1993-03-31

:

Alkali reactive sands or coarse aggregates, when used in concrete structures, produce severe deterioration because of expansion and cracking. The use ...
Development of a Type I (PM) Cement – Supplementary Report 2 — A Comparative Study of the Physical Properties of Six Natural Pozzolan Blended Type-IP Cements

CITE Title : Development of a Type I (PM) Cement – Supplementary Report 2 — A Comparative Study of the Physical Properties of Six Natural Pozzolan Blended Type-IP Cements Creator(s) : Ramakrishnan, V.;Sainath, Anne; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 1993-03-31 Report Number : SD91-11-F URL : /view/dot/80078 "Development of a Type" (1993). "Development of a Type I (PM) Cement – Supplementary Report 2 — A Comparative Study of the Physical Properties of Six Natural Pozzolan Blended Type-IP Cements" (1993) "Development of a Type I (PM) Cement – Supplementary Report 2 — A Comparative Study of the Physical Properties of Six Natural Pozzolan Blended Type-IP Cements" , 1993 Export RIS Citation Information.

:

Ramakrishnan, V. ;

Sainath, Anne

1993-03-31

:

Cement contains many ingredients of which alkalies are minor compounds. Alkali reactive sands or coarse aggregates when used in concrete structures ca...
Development of a Type I (PM) Cement – Supplementary Report 1 — Investigation of Locally Available Natural Pozzolans

CITE Title : Development of a Type I (PM) Cement – Supplementary Report 1 — Investigation of Locally Available Natural Pozzolans Creator(s) : Rahn, Perry H;Holm, Ronald A; Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 1993-03-31 Report Number : SD91-l l -F URL : /view/dot/80080 "Development of a Type" (1993). "Development of a Type I (PM) Cement – Supplementary Report 1 — Investigation of Locally Available Natural Pozzolans" (1993) "Development of a Type I (PM) Cement – Supplementary Report 1 — Investigation of Locally Available Natural Pozzolans" , 1993 Export RIS Citation Information.

:

Rahn, Perry H ;

Holm, Ronald A

1993-03-31

:

A reconnaissance survey of potential sources of pozzolans within 100 miles of Rapid City resulted in the selection of 26 sites. Most of these sites ar...
Development of a Type I (PM) Cement – Supplementary Report 5 — Feasibility of Mining of Selected Pozzolans

CITE Title : Development of a Type I (PM) Cement – Supplementary Report 5 — Feasibility of Mining of Selected Pozzolans Creator(s) : Rahn, Perry H Corporate Creator(s) : South Dakota School of Mines and Technology Corporate Contributor(s) : South Dakota. Department of Transportation. Office of Research Published Date : 1993-03-31 Report Number : SD91-11-F URL : /view/dot/80076 "Development of a Type" (1993). "Development of a Type I (PM) Cement – Supplementary Report 5 — Feasibility of Mining of Selected Pozzolans" (1993) "Development of a Type I (PM) Cement – Supplementary Report 5 — Feasibility of Mining of Selected Pozzolans" , 1993 Export RIS Citation Information.

:

Rahn, Perry H

1993-03-31

:

A detailed assessment of the mineability of ten potential locations of pozzolans was made. The deposits are all volcanic ash beds within the Lakota Fo...

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