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2002 W Alton Ave - Soils Report
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2002 W Alton Ave - Soils Report
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Last modified
6/28/2021 8:57:47 AM
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6/28/2021 8:57:13 AM
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Soils Report
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2002 W Alton Ave
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62.61 4sA.4 <br />46 95 44 <br />62-83 469.148 95 44 <br />63.00 468.?48 95 44 <br />63-16 454- 745 95 44 <br />63.32 452.546 95 44 <br />63. 49 462.948 95 44 <br />63. 65 4 80.049 95 44 <br />63.42 5\2.652 95 45 <br />63.98 484,548 95 44 <br />64. I4 493.049 95 45 <br />54.31 45'7 -141 95 44 <br />64.4? 450.145 95 4{ <br />64.64 4L2 -243 95 44 <br />64 , 80 3?0.l40 95 43 <br />64,96 352.639 94 43 <br />65. 13 347.438 9{ {3 <br />65.29 352.339 94 43 <br />65.46 340.537 93 43 <br />55. 62 339. 137 93 43 <br />63.74 324.535 9t 42 <br />55.95 311.934 90 42 <br />66. l1 357. I36 95 43 <br />55.2A 410.14t 95 44 <br />66- 44 449.6a6 93 al <br />66. 60 518.752 95 45 <br />56. ?? 515. 652 95 45 <br />56.93 s17.551 95 45 <br />57.10 544-553 95 45 <br />61 .25 408.44t 95 43 <br />6'7.42 502.549 95 44 <br />67. 59 501 . 651 95 44 <br />51 .'t5 492.1 <br />51 95 44 <br />6) .92 524.154 95 45 <br />302.4 <br />309- 5 <br />,J.. n <br />298. 8 <br />,i', . o- <br />303. 5 <br />31 4.3 <br />,iu ., <br />316-5 <br />.)r., <br />104 -'t <br />zsr.g <br />261 _9 <br />,i0. , <br />224 .6 <br />,)u. o <br />227.9 <br />,io ., <br />21e.9 <br />,i_g., <br />200.9 <br />,ir. g <br />28-8 .5 <br />332. 5 <br />330.8 <br />,r,, o <br />34't .9 <br />,io ., <br />320.1 <br />,ir., <br />313. 3 <br />,rz n <br />302 ,4 <br />309. 5 <br />5 <br />308. { <br />5 <br />298. I <br />291 .0 <br />5 <br />303. 5 <br />314.3 <br />5 <br />316. 5 <br />5 <br />321 - 6 <br />5 <br />304.1 <br />5 <br />292.9 <br />5 <br />458.5 <br />t .23 <br />469.1 <br />1.28 <br />468.9 <br />1.30 <br />454.9 <br />1.29 <br />452.1 <br />1. 30 <br />463.1 <br />1.40 <br />480.2 <br />1.34 <br />572 .8 <br />1.31. <br />484,7 <br />1.26 <br />4 93, r <br />461 .9 <br />t. ?5 <br />450.3 <br />1.3r <br />412.3 <br />r.40 <br />3?0.9 <br />1.49 <br />352 .8 <br />1.59 <br />341 .6 <br />1.55 <br />352,5 <br />1.59 <br />340.9 <br />1.53 <br />339. 4 <br />324.4 <br />1.55 <br />1L2 .2 <br />3s8.2 <br />411, 1 <br />449 .9 <br />!.. {0 <br />519. 0 <br />1.31 <br />516. 9 <br />1. 34 <br />51,?.8 <br />1.11 <br />545. 1 <br />1.23 <br />{08.8 <br />1.31 <br />502.9 <br />I -25 <br />501.9 <br />1. 38 <br />{93.0 <br />1.45 <br />524.3 <br />1,{3 <br />clense <br />dense <br />dense <br />dense <br />dense <br />srlty <br />silty <br />dense <br /><lense <br />dense <br />dense <br />dense <br />silty <br />silty <br />silty <br />silty <br />silly <br />silty <br />silty <br />silty <br />silty <br />silty <br />s1lty <br />silty <br />dense <br />siLty <br />dense <br />dense <br />silty <br />dense <br />silty <br />silty <br />silty <br />1.5 <br />I5 <br />1.9 <br />I6 <br />2.3 <br />1.9 <br />14.3 <br />11.1 <br />11.8 <br />6.6 <br />10. 3 <br />11.1 <br />8.8 <br />6.0 <br />I1.6 <br />9.4 <br />'7 .9 <br />8.6 <br />11, 0 <br />11.0 <br />9.8 <br />t2.4 <br />11.8 <br />15. 6 <br />75 .2 <br />20 -'7 <br />15.9 <br />14.5 <br />14.9 <br />16. I <br />21 .8 <br />24.5 <br />18. I <br />1r. 1 <br />r5.5 <br />10.6 <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SANO <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SANO <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SA}ID <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />!o <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />to <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />SAND <br />r30 <br />130 <br />130 <br />130 <br />130 <br />125 <br />125 <br />130 <br />130 <br />130 <br />130 <br />130 <br />t25 <br />t25 <br />).25 <br />125 <br />125 <br />125 <br />725 <br />125 <br />125 <br />r25 <br />r25 <br />130 <br />125 <br />r.3 0 <br />130 <br />L25 <br />r30 <br />125 <br />125 <br />125 <br />6.0 <br />6.0 <br />6.0 <br />6.0 <br />5.0 <br />5.0 <br />6.0 <br />6.0 <br />6.0 <br />6.0 <br />6.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />6.0 <br />5.0 <br />6.0 <br />5.0 <br />5.0 <br />6.0 <br />5.0 <br />5.0 <br />50 <br />52 <br />51 <br />50 <br />50 <br />61 <br />53 <br />56 <br />54 <br />51 <br />49 <br />54 <br />48 <br />46 <br />45 <br />46 <br />44 <br />42 <br />40 <br />46 <br />58 <br />55 <br />66 <br />55 <br />58 <br />52 <br />53 <br />54 <br />63 <br />61 <br />'16 <br />?8 <br />l8 <br />16 <br />93 <br />96 <br />85 <br />81 <br />82 <br />78 <br />15 <br />82 <br />14 <br />l1 <br />69 <br />?0 <br />68 <br />58 <br />65 <br />62 <br />'t2 <br />82 <br />86 <br />100 <br />85 <br />91 <br />82 <br />84 <br />100 <br />99 <br />100 <br />cPT-04 <br />0. I 7 grvly <br />0. 4 7 glvly <br />0. { 7 grvly <br />0.4 7 grvly <br />0.4 7 grvly <br />0. 5 6 clean <br />0. 5 6 clean <br />0.5 7 grvly <br />0.4 7 grvl,y <br />0.4 7 grvly <br />0.4 7 grvly <br />0.4 7 qlvly <br />0.5 6 clean <br />0. 5 6 clean <br />0. I 6 clean <br />0. ? 6 clean <br />0.8 6 cl.ean <br />0. 7 5 clean <br />0. 7 6 clean <br />0. 7 6 clean <br />0. I 5 clean <br />0. 7 5 clean <br />0. 4 5 clean <br />0-5 5 clean <br />0.5 7 grvly <br />0. 5 5 clean <br />0. 5 7 grvLy <br />0. { 7 grvly <br />0. 4 5 clean <br />0.4 I grvly <br />0. 5 5 clean <br />0,7 5 clean <br />0-7 6 clean <br />0 <br />8 <br />8 <br />1 <br />4 <br />2 <br />16 <br />1 <br />i6 <br />1 <br />16 <br />2 <br />15 <br />2 <br />261 .9 <br />5 <br />240 -1 <br />5 <br />228.6 <br />221 .9 <br />5 <br />224.t <br />5 <br />218.9 <br />5 <br />209 .2 <br />9 <br />2 <br />l <br />l <br />2 <br />2 <br />16 <br />2 <br />16 <br />2 <br />16 <br />2 <br />16 <br />2 <br />16 <br />t.8 <br />16 <br />1.8 <br />16 <br />1.7 <br />15 <br />L.9 <br />2-t <br />16 <br />2,3 <br />16 <br />16 <br />16 <br />2.3 <br />16 <br />1.7 <br />16 <br />2.5 <br />16 <br />2.5 <br />16 <br />2.7 <br />16 <br />2.5 <br />16 <br />2.r <br />t5 <br />1.8 <br />l5 <br />1.8 <br />16 <br />2.9 <br />16 <br />3.4 <br />16 <br />3.? <br />16 <br />200.9 <br />-5 <br />230 .2-5 <br />263.9-5 <br />288.6-5 <br />332.6-5 <br />330. I <br />-5 <br />331. 0 <br />-5 <br />341 .9 <br />260 .6-5 <br />320.3-5 <br />319. 3-5 <br />313. 3-5 <br />332.9-5 <br />r Indicates the parameter uas calculated using the nornallzed point <br />The palaneters listed above ueEe deternined using empirical <br />A Professional Engineer must deterrnine thei! suitability for analysj.s <br />st!ess. <br />correlatiofls. <br />and deslgn. <br />Middle Earth Geo Testing <br />Page 1l <br />n <br />u <br />t <br />T <br />T <br />I <br />t <br />T <br />T <br />I <br />T <br />I <br />T <br />I <br />I <br />I <br />T <br />I <br />I
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