Results and Analysis from NRRA Hamburg Wheel Testing Workshop

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This document contains detailed results and analysis from the NRRA Hamburg Wheel Testing Workshop conducted on May 23, 2018. It includes information on testing specifications, mix characteristics, traffic levels, binder types, aggregate sizes, air void variations, and more. The results provide insights into pavement performance and material behavior under different conditions.


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  1. NRRA Hamburg Wheel Results Barry Paye Chief Materials & Pavement Engineer NRRA Paving Workshop May 23, 2018

  2. TESTING InstroTek SmarTracker Hamburg Wheel AASHTO T-324 Modification: Tested at 45 C All 58H-28 except 58H-34 ON 12.5 TRAFFIC LEVEL 3 58V-34 ON INTERLAYER

  3. RESULTS HWT Results Average of middle 7 data points Mix ID Cell Location TRAFF LEVEL AGG SIZE DES VOIDS SIP Average BINDER (SPWExxxxx) (mm @ # passes) 984, 987, 991- 994 CCPR & LV 990 (Reg AV) A440E 6.19 @ 20000 18995 4 9.5 58H-28 4 B340C B430E 12.5 6.75 @ @ 14405 20000 12060 18995 3 4 12.5 12.5 58H-34 58H-28 4 3 B440E 985, 986, 988 12.5 @ 19720 13962 4 12.5 58H-28 4 B450E C440E 989 (Sup 5) 987-991 9.83 6.34 @ @ 20000 20000 16797 18988 4 4 12.5 19 58H-28 58H-28 5 4 D430I 992 (Interlay) 11.25 @ 20000 15171 4 4.75 58E-34 2.0-3.0 D440E 201, 215 (PP) 12.5 @ 9916 7319 4 4.75 58H-28 4

  4. NUMBER OF PASSES RUT DEPTH

  5. VARY GRADATION 19.0 9.5 12.5 4.75

  6. VARY DESIGN AIR VOID 12.5mm MIXES 3.0 REGR SP 5.0 4.0

  7. 4.75mm MIXES V BINDER INTERLAYER H BINDER

  8. STRIPPING INFLECTION POINT 20000 18000 16000 14000 12000 10000 8000 6000 4000 2000 0 A440E B340C B430E B440E B450E C440E D430I D440E

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