2011-09-30_PERMIT FILE - C1980007A (7)

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Moisture Density Curve ASTM: D698, Method B Page B -62 of 62 Project: MCC RPE Date: 2/1/11 Client: Barr Engineering Company Job No. 7744 -A Boring No. LRP1 SE Sample: Depth(in): 0 -10 Location: Soil Type: Refuse - Silty Gravel with Sand and Coal (GM) As Received W.C. (%): 55.9 LL: 32.1 PL: 27.6 PI: 4.5 Specific Gravity: 1.85 • o • At Maximum Dry Density (pcf): 88.4 Opt. Water Content ( %): 14.4 92 91 90 89 88 87 r�r1� FBI U 86 85 i.1 A 84 'A I 83 82 81 80 79 78 7 -R18a 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Water Content ( %) OIL 2401 W 66th Street NGINEERING Richfield, Minnesota 55423 -2031 TESTING, INC. 1-1 _I_ L J _I_ L 1 _I_ L 1 J__ L 1 J _I_ 1 J _I_ L J _I_ L 1 _I_ L 1 J_ �L 1 J _I_ 1 J _I_ L J _I_ L 1 _I_ L 1 J__ L 1 J _1_ 1 J _I_ L J _I_ L 1 I I I I I I I I _I_ I_ I I I I I _I_ I_ _I _ 1 1 1 1 1 1 _1_ - I 1 1 -I _I_ I I I I -I _1_ 1 1 I I I I _I_ 1 -I _ 1 1 1 1 _ 1 _I _1_ 1 1 1 1 1 _I _I_ I- 1 1 1 1 _I _I_ 1 I 1 1 1 1 T 1 -I- T 1 -I- r 1 -1- r T -I- r T-1 _- r li 1 -1- T 1 -1- r l -1- r T -I- r T-1 -- r T -1 -1- T 1 -I- r 1 -1- r T L J _I_ L 1 _I_ L 1 J__ L 1 J _1_ 1 J _I_ L J _I_ L 1 _I_ L 1 J__ L 1 Jl_ e 1 J _I_ L J _I_ • Proctor Points i I I I I I I I I 1 � I -- � 1 1 I I I I 1 I I- 1 I I I I 1 I _I I � 1 1 1 I 1- I, I I I I -I I I I I -I I I I I 1 I -I I 1 1 1 T 1 -I- r 1 -1- r T -i- r T 1 -- r T 1 -I- T 1 -I- r 1 -I- r T -I- r T l -- r T 1 -;-'k T 1 1 -I- r T -I- r T 1 I- r +ti-- r +ti -1- ti -1 -r+ -- r+ti-- r +� -- ��- 1- r -1 -r+ -1 -r +� _ _ _ Zero Air Voids I I I I I I I 1 1 -I 1 1 1 I -- -I -I I II 1 I I -I 1 I I 1 1 1 1 -I I 1 1 I- 1 1 1 -- � � I I � I I � I I � � T 1 -I- r 1 -1- r T -I- r T 1 -- r T 1 -I- T 1 -I- r -1 -I- r T -I- r T 1 -- r T-1 -I- T 1 -It' r 1 -I- r T -I- r T 1 -- r T 1 -I- T 1 -I- r 1 -I- r T + y -I- r y -I- r + -1- r + , - - r t 1 J _I_ L I I I I J _I_ L 1 I I I I _I_ L 1 J__ I I I I L 1 J -I_ I I I I 1-1 _I- L I I I I J -I- L 1 I I I I _I_ L 1 J__ I I 1 1 L 1 J _I_ I I I I 1 J _I_ L I I I I J _I_ L 1 I I I I _I_ L 1 J__ I I I I L 1 J _1_ I I I I 1 J _I_ L I I I I J _I_ L 1 I I I I 1 1 1 1 T 1 -1- r 1 1 1 1 1 -1- r T I I -1- r T 1 -- I I I r T 1 -I- I I I I T 1 -I- r 1 1 1 1 1 -I- r T I I I -I- r T-1 -- I I I I r T 1 -1- 1 I 1 I T 1 -1- r 1 1 1 1 Ni- r T I I I I -1- r T-1 -- I I I I r T 1 -1- I I I I T 1 -1- r I I I 1 -1- r T + -1 -I- r y -I- r + -I- r + -I - - r + y -I- + , -1- r y -I- r + -I- r + 7 - - r + y -I- + -1 -I- r y -� r + -I- r + y - - r t y -i- + y -1- r y -I- r + 1 J _I_ L J _I_ L 1 _I_ L 1 J__ L 1 J _I- 1 J _i_ L J _I_ L 1 _I_ L 1 J_ 1 J _I_ L J _1_* 1 _I_ L 1 J__ L 1 J _I_ 1 J _I_ L J -I_ L 1 I 1 I_ I I_ I 1 1 1 _ _ 1 _I _I_ 1 _I _I_ I_ -1 _I_ I- 1 _I I _ _ _ _ 1 1 _I _I_ _ _ I _I _I_ I I _I_ I I _I _ _ 1 _I _1_ 1 _I _I_ 1 -1 _I_ 1 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 I I I 1 1 1 1 I I I I + -1 -I- r -1 -I- r + -I- r 11 11 - - r + 11 -I- +1 11 -i- 11 y -I t -I- r + I - - r + I -I- + y -I- r -I- r + I- r + -1 - - r +1 11 -1- + I -1- r y -I- r + L J _I_ L 1 _I_ L 1 J__ L 1 J _I_ 1 J _I_ L _I_ L 1 _I_ L 1 J__ L 1 J _I_ 1 J _I_ L J_ L 1 _l.. 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I I I 'I'rT1 I "rT1'I' I T1 - -r I 1 - -rT -R18a 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Water Content ( %) OIL 2401 W 66th Street NGINEERING Richfield, Minnesota 55423 -2031 TESTING, INC.