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2017
Prestressed Concrete Piles with Corrosion-Free Carbon Fiber Reinforced Polymer

Transportation Research Board 96th Annual Meeting, 15p

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1994-01
CONCRETE BRIDGE PROTECTION AND REHABILITATION: CHEMICAL AND PHYSICAL TECHNIQUES. SERVICE LIFE ESTIMATES

357 p.

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1990-06
EVALUATION PROCEDURES FOR DEICING CHEMICALS. INTERIM REPORT

v.p.

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1986
EVALUATION OF METAL DRAINAGE PIPE DURABILITY AFTER TEN YEARS

Transportation Research Record, Issue 1087, pp 7-14

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1984
DURABILITY OF POLYMER-COATED CORRUGATED STEEL PIPE

Transportation Research Record, Issue 1001, pp 9-13

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1984
OVERVIEW OF POLYMER COATINGS FOR CORRUGATED STEEL PIPE IN NEW YORK

Transportation Research Record, Issue 1001, pp 21-26

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1984
PRECAST CONCRETE PIPE DURABILITY: STATE OF THE ART (DISCUSSION AND CLOSURE)

Transportation Research Record, Issue 1001, pp 88-94

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1976
FUNDAMENTALS OF CORROSION

Transportation Research Record, Issue 604, pp 16-19

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1974
TIME TO CORROSION OF REINFORCING STEEL IN CONCRETE SLABS

Transportation Research Record, Issue 500, pp 16-24

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1969-10
CORROSION RESISTANCE OF ZINC AND GALVANIZED STEEL

4 p.

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1962
FIELD TEST FOR ESTIMATING SERVICE LIFE OF CORRUGATED METAL PIPE CULVERTS

Highway Research Board Proceedings, Volume 41

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1958
CAUSES AND REPAIR OF DETERIATION TO A CALIFORNIA BRIDGE DUE TO CORROSION OF REINFORCING STEEL IN A MARINE ENVIRONMENT. PART I: METHOD OF REPAIR

Highway Research Board Bulletin, Issue 182

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1958
CAUSES AND REPAIR OF DETERIORATION TO A CALIFORNIA BRIDGE DUE TO CORROSION OF REINFORCING STEEL IN A MARINE ENVIRONMENT. PART II: FUNDAMENTAL FACTORS CAUSING CORROSION

Highway Research Board Bulletin, Issue 182

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