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From page 185... ...
174 APPENDIX E Characteristics of Accelerated Pavement Testing Facilities Established Since 1996 E1 CHARACTERISTICS OF CRREL HVS MK IV FACILITY ENTITY ACRONYM ERDC FACILITY ACRONYM CRREL HVS Mk IV LOCATION U.S. Army Corps of Engineers Cold Regions 72 Lyme Road, Hanover, N.H.
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From page 186... ...
175 E2 CHARACTERISTICS OF HVS-A (BIGFOOT) FACILITY ENTITY ACRONYM ERDC–GSL FACILITY ACRONYM HVS–A (Bigfoot)
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176 E3 CHARACTERISTICS OF NAPTF FACILITY ENTITY ACRONYM FAA FACILITY ACRONYM NAPTF LOCATION William J Hughes Technical Center, Atlantic City, N.J.
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From page 188... ...
177 E4 CHARACTER/ISTICS OF FDOT -- APTF–HVS FACILITY ENTITY ACRONYM FDOT FACILITY ACRONYM FDOT–APTF–HVS LOCATION Florida Department of Transportation, 5007 NE 39th Avenue, Gainesville, FL APT Devices HVS–Mk IV Commissioned 1999 Costs $2–5 million PAVEMENT CONFIGURATION Size of test area 45 m × 3.6 m (10 test sections) Size of test section 6 m × 1.6 m Wheel path width 1070 mm with lateral wander 0 to 760 mm Testing length 6 m TRAFFICKING DETAILS Loading device Tractor drawn structure: 30 m × 4.9 m × 4.3 m (length × width × height)
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From page 189... ...
178 E5 CHARACTERISTICS OF ATLAS FACILITY ENTITY ACRONYM JUT2 FACILITY ACRONYM ATLaS LOCATION Advanced Transportation Research & Engineering Laboratory University of Illinois 205 N Mathews MC-250 Urbana, IL 61801 Commissioned 2002 Costs $2 million including site development PAVEMENT CONFIGURATION Size of test area 168 m × 81 m Size of test section 26 m × [wheel carriage width + 1.8 m]
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From page 190... ...
179 E6 CHARACTERISTICS OF K-ATL HVS FACILITY ENTITY ACRONYM KSU–CISL FACILITY ACRONYM K–ATL LOCATION Kansas State University Civil Engineering Infrastructure Laboratory 2112 Fiedler Hall, Manhattan, KS Commissioned 1997 Costs <$1 million PAVEMENT CONFIGURATION Size of test area 418 m2 Size of test section Two test pits both 1.8 m deep: one is 9.7 m long × 1.8 m wide, the other is 6.1 m long × 1.8 m wide; the later is used for environmental control testing Wheel path width Dependent on selected tire configuration. No wander capability Testing length 9.75 m and 6.1 m, respectively TRAFFICKING DETAILS Loading device Regular tandem axle truck bogie loaded by pushing against a reaction frame suspended along the test section.
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From page 191... ...
180 E7 CHARACTERISTICS OF NCAT FACILITY ENTITY ACRONYM NCAT FACILITY ACRONYM NCAT LOCATION NCAT Pavement Test Track 1600 Lee Road 151, Opelika, AL Commissioned 1996 Costs $15 million including site development PAVEMENT CONFIGURATION Size of test area 46 test sections, each 3.4 m × 61 m lanes in the outer lane of the test track Size of test section Two tangent sections each of 1.2 km linked through curved sections at both ends Wheel path width Trucks wander in the wheelpath within a range of 1.2–1.3 m Testing length 2700 m oval track TRAFFICKING DETAILS Loading device Four conventional truck tractor-trailor vehicle trains Wheel configuration Triple-trailer and tractor (front axle plus tandem axle plus five single axles) Wheel load 53.4 kN + 623 kN (89 × 7)
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From page 192... ...
181 E8 CHARACTERISRTICS OF APLF FACILITY ENTITY ACRONYM ORITE FACILITY ACRONYM APLF LOCATION 1570 Granville Pike Ohio University -- Lancaster Branch Lancaster, OH 43130 Commissioned 1997 Costs $1.35 million PAVEMENT CONFIGURATION Size of test area 13.7 m long × 11.6 m wide × 2.4 m deep Size of test section 13.7 m long × 1.8 m wide × 2.4 m deep (5 off-max) 13.7 m long × 3.7 m wide × 2.4 m deep (2 off-normal)
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182 E9 CHARACTERISTICS OF HVS-Nordic FACILITY ENTITY ACRONYM VTT, Finnra, and VTI FACILITY ACRONYM HVS–Nordic LOCATION VTI 58195 Linköping Commissioned 1997 Costs $2–5 million PAVEMENT CONFIGURATION Size of test area 36 m long × 4 m wide × 2.5 m deep. Test pit narrows to 3 m width at bottom Size of test section 2 test pits: one concrete with thermal insulation and water table control and one excavated in rock with no cladding or control of water table.
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