REFERENCES 



1. Naval Civil Engineering Laboratory. Technical Note N-1211: Antifoul- 

 ing concrete, Preliminary report, by James S. Muraoka. Port Hueneme, 



CA, Jan 1972. 



2. Woods Hole Oceanographic Institution. Contribution No. 580: Marine 

 fouling and its prevention. United States Naval Institute, Annapolis, 

 MD, 1952. 



3. H. A. Todhunter. ''Special Lining in Concrete Intake Prevents Foul- 

 ing from Marine Growth,'' Power Engineering, Nov 1966, pp 67-68. 



4. U. S. Patent No. 3,784,357: Protective surfaces or liners for 

 subaqueous structure, by James S. Muraoka, 8 Jan 1974. 



5. Portland Cement Association. ''Design and Control of Concrete 

 Mixtures,'' Engineering Bulletin, Eleventh Edition, Jul 1968. 



6. American Society for Testing and Materials. ASTM. Designation 



CI 50- 73a: Standard specification for portland cement. Type III. High 

 Early Strength. 



7. Federal Specification TT-C-645A: Creosote, coal tar. Class III, 

 technical, for treating timbers for marine use. 



8. ASTM Designation CI 09-63: Standard method of test for compressive 

 strength of hydraulic cement mortar--using 2 inch (50 mm) cube specimens. 



9. Civil Engineering Laboratory. Technical Report R-810: Biodeteriora- 

 tion and fouling of materials--f ive years at depth of 120 feet, by James 

 Muraoka. May 1974. 



10. Joseph R. Padilla and James S. Muraoka. ''Corrosion and fouling of 

 an instrumented array at 600-foot ocean site,'' in Proceedings of Third 

 International Congress in Marine Corrosion and Fouling, Oct 1972. 

 Gaithersburg, MD, National Bureau of Standards, 1972, pp 48-60. 



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