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We've done everything possible to make Soils in Construction as "bugfree" as possible; however, errors are inevitable in any human production. Some of these are listed below. If you feel you've seen an error, click here and go to our contact page and let us know. Thanks again for purchasing and using Soils in Construction.
Page 
Error and Correction 
Comments 
44 
For soils GW and SW, "Cz" should read "Cc" 
Notation carried over from source (NAVFAC DM 7.01); should be corrected to correspond with book. 
44 
For soil GC, "Atterberg limits above the "A" line, and PI greater than 4." should read "Atterberg limits above the "A" line, and PI greater than 7." 

129 
"ftlb/ft^{3}" should read "ftkip/ft^{3}" 
Table 8.1 
221 
F_{c} = 1.8, so q_{p} = 9 x 1000 x 1.8 = 16,200 psf and Q_{d} = 151,560 lbs. 

353 
Answers for Chapter 8 Problems Misnumbered 
Problem "7" is actually answer for Problem 8. Problem "8" is actually answer for problem 9. 
353 
Q_{u} = 58 kips 
Answer to Problem 11.5. Hammers are the smallest commonly available for their type, so using a smaller one is unlikely from a practical standpoint. 
21 (Instructor's Manual) 
"9%" should read "29%" 
Chapter 8, Problem 6 
36 (Instructor's Manual) 
Value of delta should be corrected. 

3839 (Instructor's Manual) 
Problem "7" solution is in reality solution for Problem 8. 
Given Problem 8 solution should be ignored. 

