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| FHWA > Engineering > Pavements > Concrete > High Performance Concrete Pavements: Project Summary > Appendix A |
High Performance Concrete Pavements
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| STATE AND PROJECT DESIG- NATION |
TE-30 ? |
DESIGN FEATURES EVALUATED | RANGE OF STUDY VARIABLES | LOCATION | # OF SEC- TIONS |
YEAR BUILT | PROJ. LNGTH | # OF LANES (1-DIR) | SLAB THICK- NESS |
BASE TYPE | JOINT SPACING | LOAD TRANSFER | JOINT SEALANT | SHOULDER TYPE | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CA | CA 1 | No | Precast, Post-Tension Concrete Pavement | Single application of Texas design standards | Pending | 1 | 10 in. | 8 ft | |||||||
| CO | CO 1 | No | Thin Whitetopping | Thickness (3.9 in., 4.5 in., 6.6 in.) Jt spacing (4x4, 6x6, 6x9 ft) | SH 121 Wadsworth | 4 | 2001 | 4 mi | 2 | Varies | HMA | Varies | No | ||
| CO 2 | No | Precast Concrete Repairs | Construction methods (Michigan and Colorado) | I-25, Loveland | 1 | 2004 | 450 panels | 2 | 12 ft | Yes | Yes | Tied PCC | |||
| IL | IL 1 | No | Alternative Dowel Bar Materials | Fiber composite bars (1.5 in.) Epoxy coated steel bars (1.5 in.) | I-55 SB, Williamsville | 4 Joints with Fiber Bars, 3 control | 1996 | 315 ft | 1 | 11.25 in. JRCP | BAM | 45 ft (15 ft hinges) | 1.5 in. dowels (various types) | Preformed (HP in hinge joints) | Widened slab + PCC shoulder |
| IL 2 | Yes | Alternative Dowel Bar Materials Sealed / Nonsealed Joints | Epoxy-coated steel bars (1.5 in.) Polyester and fiberglass bars (1.5 and 1.75 in.) Epoxy-resin and fiberglass bars (1.5 in.) Sealed and nonsealed Hinge joint JRCP and conventional JRCP | IL 59 SB, Naperville | 8 | 1997 | 2355 ft | 3 | 10 in. JRCP 10 in. JPCP | 12 in. AGG over porous embank- ment | 45 ft (15 ft hinges) 15 ft | 1.5 to 1.75 in. dowels (various types) | Preformed HP None | Tied curb and gutter | |
| IL 3 | Yes | Alternative Dowel Bar Materials Sealed / Nonsealed Joints | Polyester and fiberglass bars (1.5 in.) Vinyl ester and fiberglass bars (1.5 in.) Cement-filled fiberglass and polyester resin tubes Carbon steel rods with stainless steel cladding (1.5 in.) Epoxy-coated steel dowels (1.5 in.) Sealed and nonsealed joints | US 67 WB, Jacksonville | 7 (5 for dowels, 2 for sealing) | 1999 | 1065 ft | 2 | 10 in. JPCP | 4 in. CAM II 12 in. LSS | 15 ft | 1.5 in. dowels (various types) | HP No Seal | Tied PCC | |
| IL 4 | No | Alternative Dowel Bar Materials | Cement-filled fiber composite tubes Cement-filled stainless steel tubes (1.5 and 1.75 in.) Carbon steel rods with stainless steel cladding (1.5 and 1.75 in.) | SR 2 NB, Dixon (driving lanes only) | 5 | 2000 | 2 | 9.5 in. JPCP | 12 in. AGG | 15 ft | 1.5 to 1.75 in. dowels (various types) | HP | Tied curb and gutter | ||
| IN | IN 1 | Yes | Mixed Design | Low shrinkage and Low curling and warping Improve fracture properties | I-65 at SR-60, Clark County | 3 | 2002 | 1.55 mi | 3 | 14 in.. | AGG | 18 ft. and 15 ft. (experi- mental) | Dowels (1 in.) | N/A | Concrete |
| IA | IA 1a | Yes | PCC Mixing Times | Iowa DOT and contractor mixes 45-, 60-, and 90-second mixing times | IA 5, Carlisle | 1996 | 3.6 mi | JPCP | |||||||
| IA 1b | Yes | PCC Mixing Times | 30- and 45-second mixing time | US 30, Carroll | 1996 | 2.2 mi | JPCP | ||||||||
| IA 2 | Yes | Alternative Dowel Bar Materials Alternative Dowel Bar Spacings | Fiber composite (1.5 and 1.88 in. at 8 and 12 in. spacing) Stainless steel (1.5 in. at 8 and 12 in. spacing) Epoxy-coated steel (1.5 in. at 12 in. spacing) | US 65 Bypass, Des Moines | 8 | 1997 | 2432 ft | 2 | 12 in. JPCP | 6 in. AGG | 20 ft (skewed) | 1.5 to 1.88 in. dowels (various types) | HP | HMA | |
| IA 3 | Yes | Subgrade Stabilization | Fly ash Stoke ash | US 151 in Linn/Jones Counties | 4 (test sections plus control) | 2000 - 2001 | 7,100 m | 2 lanes - dir. | 240 mm thick pave- ment | Fly-ash stabilized base | 6 m joint spacing | Doweled joints | HP bituminous | Granular | |
| IA 4 | No | Alternative Dowel Bar Shapes | Heavy elliptical bars (2.084 sq in.) Medium elliptical bars (1.473 sq in.) Standard round bars ( 1.5 in. dia) | IA 330 | 21 | 2002 | 10,500 ft | 2 | 20 ft | Dowels (various types) | |||||
| IA 5 | No | Elliptical Fiber Reinforced Polymer Dowel Bars | Dowel bar spacing (10, 12, 15 in.) | IA 330 Melbourne | 3 | 2002 | 180 m | 2 | 6 m | FRP elliptical dowels | |||||
| IA 6 | No | Field Trials of Guidelines for Soil Stabilizers of Non-Uniform Subgrade Soils | Raw, hydrated and conditioned fly ash | Various (pending) | Various (pending) | ||||||||||
| IA 7 | No | Implementation of Total Environmental Management for Paving (TEMP) | Up to 3 Implementation Sites | Pending | 3 | Pend- ing | |||||||||
| KS | KS 1 | Yes | Alternative Dowel Bar Materials Fiber PCC Alternative PCC Mix Designs Joint Sawing Alternatives Joint Sealing Alternatives Surface Texturing Two-Lift Construction | Epoxy dowels, fiber composite bars, and X-Flex Polyolefin fibers Lower w/c mix Early-cut saws (3 types) Preformed, HP, and no seal Longitudinal and random tining Two-lift construction (3 types) High solids curing compound | Highway K-96 EB, Haven | 13 | 1997 | 6.1 mi | 2 | 10 in. JPCP 10 in. FRCP | CTB | 15 ft | 1.25 in. to 2 in. dowels (various types) "X-Flex" device | Preformed HP None | HMA |
| KS 2 | Yes | Smoothness Monitoring of Plastic Concrete | Smoothness monitoring of plastic concrete | Hutchinson, KS | 5 | 2001 | 12,401 m | 1 | 220 mm | Dense cement treated base | 5 m | 1.25 in. dowels at 12 in. centers | Transverse- Preformed neoprene compression; Longitudinal- low modulus hot pour | Tied concrete | |
| MD | MD 1 | Yes | PCC Mix Design Fiber PCC | Conventional PCC Polypropylene fiber- reinforced PCC Low shrinkage PCC (large coarse aggregate size) | US 50, Salisbury Bypass | 3 | 2001 | JPCP FRCP | |||||||
| MI | MI 1 | No | Two-Lift Construction Exposed Aggregate Surface Thick Foundation | JRCP and JPCP OGDL and LCB Subbase thickness Surface texturing | I-75 NB (Chrysler Freeway), Detroit | 2 | 1993 | 2.1 mi | 2 to 3 | 11 in. JRCP 10 in. JPCP | 4 in. OGDL 6 in. LCB | 41 ft 15 ft | 1.25 in. dowels (variably spaced on JPCP) | HP Preformed | PCC shoulder; Widened slab + PCC shoulder |
| MN | MN 1 | Yes | Alternative Dowel Bar Materials PCC Mix Design | High performance PCC mix (high air content, low w/c, high quality aggregate, GGBFS) Stainless steel dowels (1.5 and 1.7 in.) Epoxy-coated steel bars (1.5 in.) | I-35W, Richfield | 5 | 2000 | 1 mi | 3 | 13.4 in. JPCP | 5 in. AGG | 15 ft | 1.5 to 1.7 in. dowels (various types) | HP | PCC |
| MN 2 | Yes | Alternative Dowel Bar Materials Doweled / Nondoweled Joints PCC Mix Design | 5 and 7.5 in. JPCP High performance PCC mix with GGBFS Doweled / Nondoweled joints Epoxy-coated dowels (1 and 1.25 in. diameter) Fiber composite dowels (1.25 and 1.50 in. diameter) | Mn/Road Low- Volume Road Facility, Albertville | 3 | 2000 | 870 ft | 2 | 5 in. JPCP 7.5 in. JPCP | 7 in. AGG 5 in. AGG | 10 ft 15 ft | None 1 to 1.5 in. dowels (various types) | HP Silicone None | Widened slab + granular | |
| MN 3 | No | Ultrathin Whitetopping | Instrumented sections with varying thickness and joint spacings | Mn/ROAD, Mainline Road Facility and US 169, Albertville | 9 | 1997 | 788 ft per section | 3 in. 4 in. 6 in. | |||||||
| MS | MS 1 | Yes | Alternative PCC Paving Material (Resin Modified Pavement) | Resin-modified pavement Ultrathin whitetopping Polymer- modified HMA overlay | US 72, Corinth | 4 (2 RMP, 1 UTW, 1 HMA) | 2001 | Approx. 900 ft | 2 | 2 in. RMP 3 in. UTW 4 in. HMA | Existing HMA pavement | RMP: N/A UTW: 3 ft HMA: N/A | RMP: N/A UTW: None HMA: N/A | RMP: N/A UTW: None HMA: N/A | |
| MO | MO 1 | Yes | Fiber PCC Slab Thickness Joint Spacing | Conventional JPCP (9 and 11 in.) Steel fibers (5, 6, and 9 in.) Polyolefin fibers (5, 6, and 9 in.) 15, 30, 60, and 200 ft joint spacings | I-29 SB, Rock Port | 8 | 1998 | 3.9 mi | 2 | 9 and 11 in. JPCP 5, 6, 9 in. FRCP | Underlying 9 in. JRCP with 61.5 ft joint spacing | 15 ft 30 ft 60 ft 200 ft | 1.25 and 1.5 in. epoxy coated steel dowels | HP | AC |
| NH | NH 1 | Yes | Definition of HPCP Design Optimization | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A |
| OH | OH 1 | Yes | PCC Mix Design | PCC mix with GGBFS / Conventional PCC mix | US 50, Athens | 2 | 1997 | 10.5 mi | 2 | 10 in. JRCP | 4 in. Perm AGG 6 in. AGG subbase | 21 ft | 1.5 in. epoxy coated steel bars | HP | PCC |
| OH 2 | Yes | Alternative Dowel Bar Materials | Fiberglass bars (1.5 in.) Epoxy coated steel bars (1.5 in.) Stainless steel tubes filled with concrete | US 50, Athens | 3 | 1997 | 378 ft | 2 | 10 in. JRCP | 4 in. Perm AGG 6 in. AGG subbase | 21 ft | 1.5 in. dowels (various types) | HP | PCC | |
| OH 3 | Yes | Sealed / Nonsealed Joints | Hot Poured Sealants Silicone Sealants Neoprene Sealants No Seal | US 50, Athens | 14 (28 including replicates) | 1997 - 1998 | 2.0 mi | 2 | 10 in. JRCP | 4 in. Perm AGG 6 in. AGG subbase | 21 ft | 1.5 in. epoxy coated steel bars | HP Silicone Preformed None | PCC | |
| OH 4 | No | Evaluation of nondestructive test devices for measuring the support of subgrade and aggregate base layers | Nuclear Gauge Humboldt Gauge FWD, Large Load FWD, Small Load German Plate | US 35, Jamestown | 1 | 2000 | 5.26 mi | 2 | 9 in. JRCP | 4 in. drainable base, 6 in. dense graded aggregate | |||||
| PA | PA 1 | Yes | Evaluation of HIPERPAV | Tie Bars (Yes/No) Dowel Bars (Yes/No) Static Sensors (Yes/No) Dynamic Sensors (Yes/Not) | SR 22, Murrysville | 4 | Fall 2004 | 210 ft | 2 | 12 in. | Asphalt treated | 15 ft | Dowels (1.25 in. when used) | ||
| SD | SD 1 | Yes | Fiber PCC Doweled / Nondoweled Joints Joint Spacing | Polyolefin fiber-reinforced concrete (doweled and non-doweled, 6.5 and 8 in. thick, 0, 25, and 35 ft joints) Conventional concrete (8 in. thick, 20 ft doweled joints) | US 83, Pierre | 8 | 1996 | 4765 ft | 1 | 6.5 and 8 in. FRCP 8 in. JPCP | Gravel | 20 ft 25 ft 35 ft None | Dowels (1 in. epoxy coated steel bars) No dowels | HP | Widened slab + granular |
| VA | VA 1 | Yes | PCC Mix Design | 2 in. top size aggregate with GGBFS 1 in. top size aggregate with GGBFS 1 in. top size aggregate with Class F fly ash | I-64, Newport News | 3 | 1998 - 1999 | 2.38 mi | 3 | 11 in. JPCP | Asphalt- treated OGDL | 15 ft | 1.25 in. epoxy coated steel bars | Silicone | Widened slab + HMA |
| VA 2 | Yes | PCC Mix Design Steel Contents | Low shrinkage and high flexural strength mixes Various longitudinal steel contents | VA 288, Richmond | 2000 | CRCP | N/A | N/A | N/A | ||||||
| VA 3 | Yes | PCC Mix Design Steel Contents | Low shrinkage and high flexural strength mixes Various longitudinal steel contents | US 29, Madison Heights | 2000 | CRCP | N/A | N/A | N/A | ||||||
| WA | WA 1 | No | PCC Mix Design and Construction at Intersections | Evaluate rapid reconstruction of urban intersections by looking at methods to accelerate the rate of concrete strength gain, methods to minimize the construction time, and traffic control strategies to minimize user delay | SR 395, Kennewick | 1 | 2000 | Inter- section | |||||||
| WV | WV 1 | No | GFRP Dowel Bars GFRP Reinforced CRCP | Evaluate the potential use of GFRP dowel bars in. JPCP and GFRP reinforcing for CRCP | Pending | ||||||||||
| WI | WI 1 | Yes | Surface Texturing | Random, transverse tining (2 levels) Uniform, transverse tining Random, skewed tining (4 levels) Random, longitudinal tining (2 levels) Uniform, longitudinal tining | WI 29, Abbotsford | 10 (+47 from other states) | 1997 | 10 mi | 2 | JPCP | 17 - 20 - 18 - 19 ft variable | Dowels | None | Widened Slab + HMA | |
| WI 2 | Yes | Alternative Dowel Bar Materials Alternative Dowel Bar Spacings | Fiber-reinforced polymer composite dowels Solid stainless steel dowels Hollow core/mortar filled stainless steel dowels Epoxy-coated dowels Dowel placement (5 layouts) | WI 29 EB, Owen | 13 | 1997 | 10.6 mi | 2 | 11 in. JPCP | 2 in. AGG 5 in. AGG (in place) 9 in. AGG (in place) | 17 - 20 - 18 - 19 ft variable | 1.5 in. Dowels (various types) | None | Widened slab + HMA | |
| WI 3 | Yes | Alternative Dowel Bar Materials Alternative Dowel Bar Spacings Trapezoidal Cross Section | Conventional thickness (12 in.) Variable thickness (8-11 in.) Fiber composite dowels, stainless steel dowels, epoxy-coated steel dowels Dowel placement (2 layouts) | WI 29, Hatley | 6 | 1997 | 2 | 11 in. JPCP 8-11 in. JPCP | 6 in. AGG | 18 ft | 1.5 in. dowels (various types) | None | Widened slab + HMA | ||
| WI 4 | Yes | Alternative Dowel Bar Materials PCC Mix Design | High performance PCC mix (Class C fly ash 0.4 water to cement ratio) Stainless steel dowels (1.5) 24-36 in. dense graded base 12-24 in. select granular back fill 4 inches of open graded base | I-90, approx. 8 mi W of split of I-90 and I-94, Monroe County | 2 test sections and 1 control section | 2002 | 2500 ft. | 2 | 13.5 in. research slab / 12 in. control slab | Std. 4 in. OGDL / 6 in. dense graded - Mod. 4 in. open graded drained / 10 in. dense graded | 15 ft. joint spacing | 18 in. long, 1.5 in. dia. stainless steel | None | Concrete | |
| FHWA | FHWA 1 | No | Ultrathin Whitetopping | Validate the design equations and performance prediction models used in the ACPA UTW design procedure | FHWA's Pavement Test Facility, McLean, VA | 8 | 1998 - 1999 | 400 ft | 1 | 2.5 in. UTW 3.5 in. UTW (fibers varied) | HMA | 3x3 ft 4x4 ft 6x6 ft | |||
| Var. States | No | MIT Scan-2 | Conducted laboratory and field evaluation of MIT Scan-2 | Various | Ongoing | On- going | |||||||||
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Sam Tyson
Office of Asset Management, Pavement, and Construction
202-366-1326
E-mail Sam
