1 |
Pfeifer,D.W., Landgren,J.R., and Zoob,A. (1987) "Protection system for new prestressed and substructure concrete". Federal Highway Administration, FHWA/RD-86/193, Wiss, Janney, Elstner Associates, Inc., Springfield, VA, 133p
|
2 |
Funahashi, M. (1990) "Predicting corrosion-free service life of a concrete structure in chloride environment". AC1 Material Journal Vol. 87, No. 6, p.581-587
|
3 |
Hearn,G. and Marshall,S. (1996). "Damage assessment in bridge decks using half-cell potential measurements". in Nondestructive Evaluation of
Civil Structures and Materials, M.P.Schuller, D.B.Woodham, eds., Boulder, CO, p295-306
|
4 |
Herald,S.E., Henry, M.,Al-Qadi,I.L., Weyers,R.E., Feenery,M.A., Howlum,S.F., and Cady,P.D. (1992). "Condition evaluation of concrete bridge relative to reinforcement corrosion Vol. 6; Method for field determination of total chloride content". SHRP/S/FR-92/108, Washington, DC, 166p
|
5 |
Annual book of ASTM Standards. (1992). ASTMC 876, Philadelphia, PA
|
6 |
Standard specifications for transportation materials and methods of sampling and testing. (1993). 16th ed., AASHTO, Washington, DC, 999p
|
7 |
Recording and coding guide for the structure inventory and appraisal of the nation's bridges. (1988). FHWA, Washington, DC 77p
|