Appendix A



The National Academies | 500 Fifth St. N.W. | Washington, D.C. 20001
Copyright © National Academy of Sciences. All rights reserved.
Terms of Use and Privacy Statement



Below are the first 10 and last 10 pages of uncorrected machine-read text (when available) of this chapter, followed by the top 30 algorithmically extracted key phrases from the chapter as a whole.
Intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text on the opening pages of each chapter. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

Do not use for reproduction, copying, pasting, or reading; exclusively for search engines.

OCR for page 77
Review of the U.S. Army Corps of Engineers Restructured Upper Mississippi River–Illinois Waterway Feasibility Study: Second Report Appendix A

OCR for page 77
Review of the U.S. Army Corps of Engineers Restructured Upper Mississippi River–Illinois Waterway Feasibility Study: Second Report This page intentionally left blank.

OCR for page 77
Review of the U.S. Army Corps of Engineers Restructured Upper Mississippi River–Illinois Waterway Feasibility Study: Second Report TABLE A-1 Mississippi River and Illinois Waterway System - Traffic Delays per Tow Annual Average (hours)a System 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 Mississippi River Upper St. Anthony 0.03 0.03 0.03 0.02 0.01 0.03 0.03 0.02 0.01 0.03 0.03 0.03 Lower St. Anthony 0.03 0.06 0.06 0.03 0.03 0.02 0.04 0.03 0.02 0.03 0.04 0.02 Lock and Dam 1 0.05 0.07 0.16 0.15 0.19 0.18 0.17 0.03 0.02 0.04 0.03 0.05 Lock and Dam 2 0.73 0.58 0.60 0.49 0.39 0.53 0.55 0.56 0.56 0.55 0.48 0.62 Lock and Dam 3 0.70 0.57 0.59 0.52 0.45 0.51 0.52 0.47 0.42 0.47 0.42 0.53 Lock and Dam 4 0.51 0.45 0.39 0.39 0.29 0.39 0.40 0.42 0.40 0.52 0.41 0.38 Lock and Dam 5 0.44 0.46 0.50 0.44 0.42 0.41 0.56 0.45 0.39 0.45 0.40 0.42 Lock and Dam 5a 0.42 0.42 0.41 0.46 0.33 0.44 0.43 0.49 0.42 0.50 0.45 0.41 Lock and Dam 6 0.67 0.71 0.64 0.70 0.46 0.63 0.73 0.68 0.60 0.66 0.61 1.05 Lock and Dam 7 0.83 0.70 0.68 0.64 0.55 0.60 0.67 0.70 0.75 0.66 0.69 0.86 Lock and Dam 8 0.89 0.81 0.89 0.60 0.62 0.89 0.96 0.88 0.75 0.83 0.77 0.89 Lock and Dam 9 0.54 0.47 0.57 0.39 0.46 0.60 0.60 0.65 0.70 0.70 0.76 0.65 Lock and Dam 10 0.71 0.51 0.69 0.51 0.39 0.81 0.89 0.95 0.67 0.76 0.73 0.82 Lock and Dam 11 1.79 1.39 1.19 0.74 0.72 1.25 0.97 0.96 0.84 0.95 0.94 0.95 Lock and Dam 12 1.31 1.32 1.24 0.70 0.57 0.98 1.13 1.01 0.82 1.06 0.87 1.30 Lock and Dam 13 1.16 1.52 1.25 0.95 0.71 1.32 1.26 0.82 0.70 1.00 0.99 0.97 Lock and Dam 14 3.97 1.43 1.19 0.89 0.93 1.66 2.40 2.75 2.53 3.91 2.57 2.48 Lock and Dam 15 3.11 2.53 2.78 2.09 1.10 2.56 3.23 1.68 1.89 2.75 1.48 2.83 Lock and Dam 16 1.91 1.83 2.20 2.71 0.92 1.60 1.67 1.24 1.55 1.78 1.27 2.04 Lock and Dam 17 3.91 1.85 2.26 5.14 0.88 2.25 1.81 1.57 2.16 2.15 1.55 1.76 Lock and Dam 18 3.07 2.89 2.62 2.88 0.97 3.17 2.53 1.47 1.25 1.80 1.60 2.11 Lock and Dam 19 1.01 0.88 1.11 1.07 0.70 0.82 0.85 0.77 0.70 0.74 0.81 0.79 Lock and Dam 20 5.31 1.97 2.65 5.16 0.99 2.25 3.43 1.76 1.71 2.17 2.72 2.38 Lock and Dam 21 2.35 2.07 2.33 1.90 1.05 3.15 3.02 1.73 1.68 1.94 2.21 2.65 Lock and Dam 22 5.06 3.06 4.21 3.43 1.76 6.62 8.32 3.53 2.90 3.83 3.64 5.20 Lock and Dam 24 6.00 2.94 4.16 3.06 1.48 5.05 4.79 3.03 4.60 2.92 2.71 4.10 Lock and Dam 25 3.76 2.86 6.51 2.93 2.68 5.78 3.94 3.07 4.82 3.81 3.23 5.71 Melvin Price (26) 7.28 1.47 1.73 1.04 2.35 5.25 0.80 0.61 0.66 8.37 2.03 3.97 Lock and Dam 27 5.17 4.30 8.32 1.26 6.31 4.49 14.42 39.09 2.33 6.51 0.96 0.79

OCR for page 77
Review of the U.S. Army Corps of Engineers Restructured Upper Mississippi River–Illinois Waterway Feasibility Study: Second Report   1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 Illinois Waterway System LaGrange 1.47 0.52 1.17 0.22 1.51 3.54 6.32 3.67 2.11 2.79 4.61 2.47 Peoria 0.84 0.50 1.10 0.13 1.40 2.23 2.48 2.19 1.04 1.30 1.62 1.21 Starved Rock 0.85 0.91 0.84 1.12 1.54 1.70 0.95 1.38 1.16 1.29 1.35 1.53 Marseilles 1.35 1.14 1.24 1.35 1.60 2.18 1.02 1.61 1.52 1.68 1.72 2.02 Dresden Island 0.77 0.77 0.74 0.68 1.08 2.47 0.79 0.87 1.11 1.01 1.04 1.36 Brandon Road 0.93 0.89 0.94 1.24 1.67 2.38 0.95 1.19 1.34 1.28 1.45 1.73 Lockport 1.08 1.02 1.09 1.30 1.91 2.69 1.10 1.35 1.81 1.38 1.99 1.73 Thomas J.O’Brien 0.04 0.05 0.07 0.06 0.08 0.07 0.08 0.07 0.08 0.05 0.06 0.05 aAverage delay= average time from arrival to start of lockage. SOURCE: USACE, 2004.