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1977
TIRE WET TRACTION PERFORMANCE: THE INFLUENCE OF TREAD PATTERN

Transportation Research Record, Issue 621, pp 113-125

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1977
THE EFFECT OF OPERATING CONDITIONS ON THE SKID PERFORMANCE OF TIRES

Transportation Research Record, Issue 621, pp 126-135

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1977
INFLUENCE OF TREAD DEPTH ON WET SKID RESISTANCE OF TIRES

Transportation Research Record, Issue 621, pp 136-147

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1977
TYRES AND ROAD SURFACES

Transportation Research Record, Issue 624, pp 15-26

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1977
THE DESIGN AND PERFORMANCE OF HIGH FRICTION DENSE ASPHALTS

Transportation Research Record, Issue 624, pp 40-51

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1977
SOME U.K. DEVELOPMENTS IN SKID-RESISTANT ROAD SURFACINGS

Transportation Research Record, Issue 624, pp 52-62

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1977
REHABILITATION OF CONCRETE PAVEMENTS ANTI-SKID PROPERTIES

Transportation Research Record, Issue 624, pp 72-81

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1977
ACTUAL EXPERIENCE REGARDING THE CHIPPING OF CEMENT CONCRETE

Transportation Research Record, Issue 624, pp 90-94

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1977
1977
1976-11
GUIDELINES FOR SKID-RESISTANT HIGHWAY PAVEMENT SURFACES

NCHRP Research Results Digest, Issue 89, 12 p.

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1976
Pavement design, evaluation and performance

Transportation Research Record, Issue 602, 127p

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1976
Pavement Surface Properties and Vehicle Interaction

Transportation Research Record, Issue 584, 64p

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1976
1976
1976
SKID NUMBER AND SPEED GRADIENTS ON HIGHWAY SURFACES (ABRIDGMENT)

Transportation Research Record, Issue 602, pp 69-71

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1976
CORRELATION OF DATA FROM TESTS WITH SKID-RESISTANT TIRES

Transportation Research Record, Issue 602, pp 72-79

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1976
VIRGINIA'S EXPERIENCE WITH OPEN-GRADED SURFACE MIX

Transportation Research Record, Issue 595, pp 48-51

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1976
PAVEMENT SKID-RESISTANCE REQUIREMENTS

Transportation Research Record, Issue 584, pp 15-21

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1976
1975-09
SURFACE WEAR OF PORTLAND CEMENT CONCRETE PAVEMENTS

Transportation Research Circular, Issue 170, 5 p.

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1975
PARTIAL POLYMER IMPREGNATION OF HIGHWAY BRIDGE DECKS

Transportation Research Record, Issue 542, pp 9-19

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1974-05
1974-02
SIDE-FRICTION FACTORS IN THE DESIGN OF HIGHWAY CURVES

NCHRP Research Results Digest, Issue 55, 9 p.

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