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N C Jackson
Observed names:
N. C. Jackson,
N. Jackson,
NC Jackson
Observed institutions:
Parsons Brinckerhoff,
GEI Consultants,
Washington State Department of Transportation,
The University of Texas at San Antonio,
Washington State University
OpenAlex ID:
A5109052193
Pavement Performance Prediction ---second North American Conference on Managing Pavements, 2-6 November 1987, Royal York Hotel, Toronto, Ontario, Canada
1987
·
Robert L. Lytton
, J B Rauhut
, et al.
·
55
LTPP Computed Parameter: Dynamic Modulus
2011
·
Y Richard Kim
, B. Shane Underwood
, et al.
·
43
Utilizing Clustering Techniques in Estimating Traffic Data Input for Pavement Design
2006
·
A. T. Papagiannakis
, M. Bracher
, et al.
·
Journal of Transportation Engineering
·
42
Long-Term Pavement Performance (LTPP) Data Analysis Support: National Pooled Fund study TPF-5(013) - Effects of Multiple Freeze Cycles and Deep Frost Penetration on Pavement Performance and Cost
2006
·
N C Jackson
, Jason Puccinelli
·
30
Verification of Backcalculation of Pavement Moduli
1988
·
S W Lee
, J P Mahoney
, et al.
·
Transportation Research Record Journal of the Transportation Research Board
·
30
Development of Pavement Performance Models to Account for Frost Effects and Their Application to Mechanistic–Empirical Design Guide Calibration
2007
·
J. Puccinelli
, N. Jackson
·
Transportation Research Record Journal of the Transportation Research Board
·
15
Sensitivity of NCHRP 1-37A Pavement Design to Traffic Input
2006
·
A. T. Papagiannakis
, M. Bracher
, et al.
·
Transportation Research Record Journal of the Transportation Research Board
·
11
Traffic Data Collection Requirements for Reliability in Pavement Design
2006
·
A. T. Papagiannakis
, N. C. Jackson
·
Journal of Transportation Engineering
·
10
Optimization of traffic data collection for specific pavement design applications.
2006
·
A. T. Papagiannakis
, M. Bracher
, et al.
·
University of Michigan Library Repository
·
9
Urban Interstate Portland Cement Concrete Pavement Rehabilitation Alternatives for Washington State. Final Report
1991
·
James Mahoney
, J A Lary
, et al.
·
9
The Use of Falling Weight Deflectometer Data in Monitoring Flexible Pavement Systems
1989
·
DE Newcomb
, SW Lee
, et al.
·
8
The Wsdot Pavement Management System - a 1993 Update. Final Report
1993
·
Ryan Kay
, J P Mahoney
, et al.
·
6
Mechanistic-based Overlay Design Procedure for Washington State Flexible Pavements. Final Report
1989
·
J P Mahoney
, S W Lee
, et al.
·
6
Guidelines on when to apply and remove seasonal load restrictions - development through implementation
1990
·
J P Mahoney
, N C Jackson
·
3
A Surface Condition Expert System for Pavement Rehabilitation
1986
·
Stephen G. Ritchie
, C-I Yeh
, et al.
·
3
Traffic load data requirements for pavement design
2004
·
A. T. Papagiannakis
, M. Bracher
, et al.
·
1
Development of an Expert System for Pavement Rehabilitation Decision-making
1986
·
S G Richie
, C-I Yeh
, et al.
·
Cement Concrete and Aggregates
·
1
SHRP 2 Project R23—Development of Guidelines for the Design and Construction of Long Life Pavements Using Existing Pavements
2011
·
N. C. Jackson
, Joe P. Mahoney
, et al.
·
First Congress of Transportation and Development Institute (TDI)American Society of Civil Engineers
Long-term Aggregates Supply: Part 2
2009
·
N C Jackson
·
Quarry management
Long-term aggregates supply: part 1
2009
·
N C Jackson
·
Quarry management
Comparison of Pavement Management Systems in the Republic of South Africa and the United States
1998
·
Theunis F. P. Henning
, J P Mahoney
, et al.
Pacific Rim Transtech Conference Proceedings. Volume Ii. Washington State Pavement Management System
1993
·
N C Jackson
An Overview of Recent Wsdot Pavement Design Research and Implementation Efforts. Final Report
1992
·
J P Mahoney
, N C Jackson
, et al.
Rubber-asphalt Pavements in the State of Washington. Special Technical Paper
1992
·
Keith W Anderson
, N C Jackson
Use of Recycled Materials in Highway Construction. Final Report
1992
·
D L Swearingen
, N C Jackson
, et al.
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Works count:
30
Citation count:
282
H-index:
9
I10-index:
8
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