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Technical Summary of Results from Test and Evaluation Project 30

Appendix: Listing of TE-30 and Related Projects

PROJECTTE-30?PAVEMENT TYPEDESIGN FEATURES EVALUATEDYEAR BUILT
California 1
I-10, El Monte
NoPPCPPrecast, post-tension concrete pavement2004
Colorado 1
S.H. 121, Wadsworth
NoUTWUltrathin whitetopping2001
Colorado 2
I-25, Loveland
NoJPCPPrecast concrete slabs for full depth repairs2004
Illinois 1
I-55 SB, Williamsville
NoJRCPAlternative dowel bar materials1996
Illinois 2
IL 59, Naperville
YesJRCP
JPCP
Alternative dowel bar materials
Sealed/unsealed joints
Traffic counters
1997
Illinois 3
US 67 WB, Jacksonville
YesJPCPAlternative dowel bar materials
Sealed/unsealed joints
1999
Illinois 4
SR 2 NB, Dixon
NoJPCPAlternative dowel bar materials2000
Indiana 1
I-65 at SR-60, Clark County
YesJPCPFactors to reduce curling/warping2004
Iowa 1a
IA 5, Carlisle
YesJPCPPCC mixing times on PCC properties1996
Iowa 1b
US 30, Carroll
YesJPCPPCC mixing times on PCC properties1996
Iowa 2
US 65 Bypass, Des Moines
YesJPCPAlternative dowel bar materials
Alternative dowel bar spacings
1997
Iowa 3
US 151, Linn/Jones
YesJPCPFly-ash stabilization of PCC2001
Iowa 4
IA 330, Jasper, Story, and Marshall Counties
NoJPCPElliptical steel dowel bars2002
Iowa 5
Iowa 330, Melbourne
NoJPCPElliptical fiber reinforced polymer dowel bars2002
Iowa 6
Various Locations
NoVariousFly-ash stabilization of subgrade for PCC pavementsN/A
Iowa 7NoVariousTotal Environmental Management for Paving (TEMP)N/A
Kansas 1
K-96, Haven
YesJPCP
FRCP
Alternative dowel bar materials
Alternative PCC mix designs (including fiber PCC)
Joint sawing alternatives
Joint sealing alternatives
Surface texturing
Two-lift construction
1997
Kansas 2
Hutchinson
YesJPCPSmoothness monitoring of plastic concrete2001
Maryland 1
US 50, Salisbury Bypass
YesJPCP
FRCP
PCC mix design
Fiber PCC
2001
Michigan 1
I-75 NB, Detroit
NoJRCP
JPCP
Two-lift construction
Exposed aggregate
Thick foundation
Alternative dowel bar materials and spacing
1993
Michigan 2
M25, Port Austin
I- 675 Zilwaukee
NoJRCPPrecast concrete slabs for full depth repairs2003
Minnesota 1
I-35W, Richfield
YesJPCPAlternative dowel bars
PCC mix design
2000
Minnesota 2
Mn/Road Low Volume Road Facility, Albertville
YesJPCPAlternative dowel bar materials
Doweled/nondoweled joints
PCC mix design
2000
Minnesota 3
Mn/ROAD, Mainline Road Facility and US 169, Albertville
NoUTWApplication of ultrathin whitetopping1997
Mississippi 1
US 72, Corinth
YesResin-Modified PavementAlternative PCC paving material
(resin-modified pavement)
2001
Missouri 1
I-29 SB, Rock Port
YesJPCP
FRCP
Fiber PCC
Slab thickness
Joint spacing
1998
New Hampshire 1
YesN/AHPCP definitions
"Design Optimization" computer program
N/A
Ohio 1
US 50, Athens
YesJRCPPCC mix design (GGBFS)
Evaluation of HIPERPAV
1997-1998
Ohio 2
US 50, Athens
YesJRCPAlternative dowel bar materials1997
Ohio 3
US 50, Athens
YesJRCPSealed/unsealed joints1997-1998
Ohio 4
US 35, Jamestown
YesJPCPEvaluation of soil stiffness using nondestructive testing devices2001
Pennsylvania 1
SR 22, Murrysville
YesJPCPEvaluation of HIPERPAV2004
South Dakota 1
US 83, Pierre
YesJPCP
FRCP
PCC mix design
Joint spacing
Doweled/nondoweled joints
1996
Tennessee 1
I-65, Nashville
NoJPCPImplementation of PRS2004
Virginia 1
I-64, Newport News
YesJPCPPCC mix design1998-1999
Virginia 2
VA 288, Richmond
YesCRCPPCC mix design
Steel contents
2004
Virginia 3
US 29, Madison Heights
YesCRCPPCC mix design
Steel contents
2004
Washington 1
SR 395, Kennewick
NoJPCPPCC mix design for rapid construction2000
West Virginia 1
Corridor H, Route 219, Elkins
NoJPCPAlternative dowel bar materials, size, spacing2002
West Virginia 2
University Ave.-Routes 857 and 119, Morgantown
NoJPCPAlternative dowel bar materials and FRP moisture diffusion2002
West Virginia 3
Rte. 9 between Martinsburg and Charlestown
NoCRCPFRP versus steel longitudinal reinforcing bars2006?
Wisconsin 1
WI 29, Abbotsford
YesJPCPSurface texturing1997
Wisconsin 2
WI 29, Owen
YesJPCPAlternative dowel bar materials
Alternative dowel bar spacings
1997
Wisconsin 3
WI 29, Hatley
YesJPCPAlternative dowel bar materials
Alternative dowel bar spacings
Trapezoidal cross section
1997
Wisconsin 4
I-90, Tomah
YesJPCPAlternative dowel bar materials
PCC mix design
2002
FHWA 1NoUTWUTW repair techniques1998-1999
Various States 1
NoJPCPEvaluation of magnetic tomography for dowel bar location (MIT Scan-2)2003 +
  • KEY: JPCP = jointed plain concrete pavement
  • CRCP = continuously reinforced concrete pavement
  • PPCP = precast post-tension concrete pavement
  • JRCP = jointed reinforced concrete pavement
  • FRCP = fiber-reinforced concrete pavement
  • UTW = ultrathin whitetopping
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Updated: 04/07/2011
 

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