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ISBN-10: 1601199112

ISBN-13: 9781601199119

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Extra info for Airfield Flexible Pavement - Mobilization Construction - Engineering and Design (EM 1110-3-141)

Sample text

Sections with the design traffic loading. 7-5. Design examples. The examples are not to be used as design criteria. They are intended solely to illustrate how the criteria in this manual would be used in an assumed situation. Any attempt to arbitrarily apply these examples to actual design problems without a complete design analysis, following the procedures outlined in this manual, may result in faulty pavement design. 7-13 EM 111 0-3-141 9 Apr 84 Table 7-2. CBR Flexible Pavement Design Procedure Item Total thickness Procedure 1.

I ~ ~ ' '\'~~koo, '\ "" '· \ ~~~ ~,~ h ~~ ~~ ''";"""~~ 7 ... ~ , 'If' 7/ //h '/// JV//J '1/ "" '' "-' "-... ,, r//// { ~­ ~"""' ..... jff ~ ~, #~~:~ r/1 ~,. tf ~ .... / /Y. X ¥ .... ' ' 7 fi///J '/X. ' .. '\ ~~ "' '~ ~ ~ ""' ""' FOR REFERENCE ONLY U. S. Army Corps of Engineers FIGURE 7-5b. FLEXIBLE PAVEMENT·DESIGN CURVES, AIR FORCE MEDIUM-LOAD PAVEMENT, TYPE B, C, AND D TRAFFIC AREAS AND OVERRUNS 7-8 I'- co EM 111 0- 3-14 1 9 Apr 84 s;; ~ I~ ~ ~ ~ i 'f6 0 .... 0 .. = ~~ v ~ roLf LX / "' // / /// ...

Any attempt to arbitrarily apply these examples to actual design problems without a complete design analysis, following the procedures outlined in this manual, may result in faulty pavement design. 7-13 EM 111 0-3-141 9 Apr 84 Table 7-2. CBR Flexible Pavement Design Procedure Item Total thickness Procedure 1. Determine design CBR of subgrade (see chapter 3) 2. Enter top of flexible pavement design curve (figure 7-1 to figure 7-8) with design subgrade CBR and follow it downward to intersection with appropriate gross weight curve, then horizontally to appropriate aircraft passes curve, then down to required total pavement thickness above subgrade.

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Airfield Flexible Pavement - Mobilization Construction - Engineering and Design (EM 1110-3-141)


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