00450737

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http://onlinepubs.trb.org...trr/1984/1001/1001-011.pdf

https://scholar.google.co...vros&publication_year=1984

Laboratory and field tests have been used to characterize the performance of Galvalume corrugated steel pipe. Galvalume, galvanized, and aluminum-coated Type 2 sheet were subjected to laboratory tests designed to measure corrosion resistance in salt spray (ASTM B 117), cyclic standing water, and full immersion. Abrasion resistance and asphalt adhesion were also tested. In all tests Galvalune sheet demonstrated the best relative performance. Results of field tests that compared nearly 1,000 ft each of Galvalune and galvanized corrugated steel pipe at 16 sites in the northeastern United States substantiated the laboratory predictions. After 9 to 9.5 years, the Galvalune inverts and intermittently wet zones inside the pipe, where service is most severe, were overall in much better condition than those of the galvanized pipes.

Publication of this paper sponsored by Committee on Corrosion. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

01419881

pp 69-76

1984

Transportation Research Record

Symposium on Durability of Culverts and Storm Drains, 1984, Washington, Dc, USA

0309038103

Print

Figures (7) ; Photos (4) ; References (5) ; Tables (11)

Abrasion resistance; Adhesives; Aluminum; Asphalt; Coatings; Corrosion resistance; Corrugated pipe; Field tests; Galvanized metals; Laboratory tests; Metal pipe; Steel pipe

Geotechnology; Highways; Hydraulics and Hydrology; Materials; I26: Water Run-off - Freeze-thaw

TRIS, TRB

Feb 28 1986 12:00AM

• BACTERIAL CORROSION OF STEEL CULVERT PIPE IN WISCONSIN
• BEHAVIOR OF ASTM C 850 CONCRETE BOX CULVERTS WITHOUT SHEAR CONNECTORS
• COMPREHENSIVE EVALUATION OF ALUMINIZED STEEL TYPE 2 PIPE FIELD PERFORMANCE (DISCUSSION AND CLOSURE)
• CORROSION RESISTANCE OF ALUMINUM DRAINAGE PRODUCTS: THE FIRST 25 YEARS
• CULVERT DURABILITY: WHERE ARE WE?
• DURABILITY OF ASPHALT COATING AND PAVING ON CORRUGATED STEEL CULVERTS IN NEW YORK
• DURABILITY OF DRAINAGE STRUCTURES
• DURABILITY OF POLYMER-COATED CORRUGATED STEEL PIPE
• FIELD PERFORMANCE OF CONCRETE AND CORRUGATED STEEL PIPE CULVERTS AND BITUMINOUS PROTECTION OF CORRUGATED STEEL PIPE CULVERTS (DISCUSSION AND CLOSURE)
• FIELD PERFORMANCE OF PROTECTIVE LININGS FOR CONCRETE AND CORRUGATED STEEL PIPE CULVERTS
• FOR WANT OF AIR, A DRAINAGE SYSTEM WAS NEARLY LOST
• HALF-CENTURY EXPERIENCE WITH PRECAST REINFORCED-CONCRETE BOX SECTIONS FOR CULVERTS AND STORM DRAINS IN THE NETHERLANDS
• INNOVATED REPAIR OF A LARGE FAILING STRUCTURAL STEEL PLATE PIPE ARCH CULVERT
• INVERT REPLACEMENT OF CORRUGATED METAL STRUCTURAL PLATE PIPE
• METAL-LOSS RATES OF UNCOATED STEEL AND ALUMINUM CULVERTS IN NEW YORK
• OVERVIEW OF POLYMER COATINGS FOR CORRUGATED STEEL PIPE IN NEW YORK
• PRECAST CONCRETE PIPE DURABILITY: STATE OF THE ART (DISCUSSION AND CLOSURE)