Airfield Flexible Pavement - Mobilization Construction -

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FLEXIBLE PAVEMENT DESIGN CURVES, ARMY CLASS III AIRFIELD, TYPE B AND C TRAFFIC AREAS 7-5 EM 1110-3-141 9 Apr 84 0 -, ;; ~ i~ 0~ ~ 8. > ,, '' ' '- "" ~ --. """\\ ~ ·"" ~)C J r f/) -- co /II //It'. , If ~ . "- J i/ X'):)C '\IX: ~/ :"")(I ~ (Jl / I Ill ·" ' - /, 1,,, /, "' ..... x, ~~ ~'' Q / ~"'" //// / ~ ~~~ ~ ~ OQ·~ 2 '/ ~~ v; "\ REFERENCE ONLY U. S. Army Corps of Engineers FIGURE 7-4. FLEXIBLE PAVEMENT DESIGN CURVES, AIR FORCE LIGHT-LOAD PAVEMENT, TYPE B AND C TRAFFIC AREAS AND OVERRUNS 7-6 E:M 1110-3-141 9 Apr 84 ~ ~~ ' ~~ i\.

FLEXIBLE PAVEMENT DESIGN CURVES, ARMY CLASS II AIRFIELD, TYPE B AND C TRAFFIC AREAS 7-4 EM 1110-3-141 9 Apr 84 . ~ ~ -f----+-----1--~ Gl ... ,.... c.. Gl CIG ~ ! Gl .. i Gl ~= . "' o ... 0 ! ,gJ -~ i0 0 ~ g 2 0» 0» Cl) Cl) .... , 'It U. S. Army Corps of Engineers FIGURE 7-3. FLEXIBLE PAVEMENT DESIGN CURVES, ARMY CLASS III AIRFIELD, TYPE B AND C TRAFFIC AREAS 7-5 EM 1110-3-141 9 Apr 84 0 -, ;; ~ i~ 0~ ~ 8. > ,, '' ' '- "" ~ --. """\\ ~ ·"" ~)C J r f/) -- co /II //It'. , If ~ . "- J i/ X'):)C '\IX: ~/ :"")(I ~ (Jl / I Ill ·" ' - /, 1,,, /, "' .....

Surface the overrun areas with double bituminous surface treatment except for that portion (150 feet long x 7-17 EM 1110-3-141 9 Apr 84 Table 7-3. oo 1. 40 1Not used as base course. 2cement is limited to 4 percent by weight or less. U. S. Anny Corps of Engineers 7-18 EM 1110-3-141 9 Apr 84 runway width) abutting the runway pavement end which will have wearing surface of 2 inches of dense graded asphaltic concrete for blast protection. Minimum base course CBR values are as follows: Design Loading Minimum Base Course CBR Class III sol Class II 801 Class I so2 lAny 80 CBR type base course listed in chapter 5.

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