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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
1/6/2026 1:12:52 PM
Creation date
6/28/2021 8:57:13 AM
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Soils Report
Full Address
2002 W Alton Ave
Street Number
2002
Street Direction
W
Street Name
Alton
Street Suffix
Ave
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TOTAL PILE LENGTH, TL <br />BATTER ANGLE <br />PIIE STICXUP LENGTH, PSL = <br />ZERO FRICTION LENGTH, ZFI- = <br />PERIMETER OE PILE <br />TIP AREA OF PILE <br />INCREMENT OE P]LE LENGTH <br />USED IN COI'IPUTATlON <br />15T1 D!i.ven. apSo <br />60.00 rr. <br />O- OO DEG <br />0.00 FT. <br />3.00 aT. <br />54.00 rN. <br />256.00 rN2 <br />cos <br />1.00 FT <br />SOIL <br />TYPE <br />LATERAL <br />EARTH <br />PRESSURE <br />rRI CTION <br />ANGLE <br />DEGREES <br />BEARlNG <br />CAPACITY <br />FACTOR <br />SAND <br />SANO <br />CLAY <br />CLAY <br />CLAY <br />CLAY <br />C LAY <br />CLAY <br />CLAY <br />CIAY <br />SAND <br />SAND <br />CLAY <br />CLAY <br />SAND <br />SAND <br />CLAY <br />CLAY <br />SAND <br />SAND <br />MAX IMU!' <br />UNIT <br />BEARING <br />0. 40E+02 <br />0.40E+02 <br />0.448+Oz <br />0,40E+02 <br />0.40E+02 <br />0.408+02 <br />0.40E+02 <br />0.40E+02 <br />0.408+02 <br />0, {oE+02 <br />o.4AE+02 <br />0.408+02 <br />0. 4 0E+02 <br />0. 4 0E+02 <br />0.40E+02 <br />0.40E+02 <br />0. 40E+02 <br />0.408+02 <br />0. {0E+02 <br />0. {0E+02 <br />UNIT <br />I{EIGHT <br />LBlCE <br />115 . 00 <br />115.00 <br />115.00 <br />1r5.00 <br />s2.60 <br />52 .64 <br />42 -10 <br />42 -10 <br />52.60 <br />52.60 <br />3?. 60 <br />57. 60 <br />52. 80 <br />52.80 <br />57,60 <br />5?.60 <br />52. 50 <br />52.50 <br />62 .60 <br />62-60 <br />30. 00 <br />30,00 <br />0.00 <br />2.OA <br />2.O0 <br />5.00 <br />5. 00 <br />10. 00 <br />10. 00 <br />20. 00 <br />20.00 <br />12.00 <br />32.00 <br />36.00 <br />35.00 <br />40.00 <br />40.00 <br />47-00 <br />47.00 <br />57.00 <br />57.00'70.00 <br />r ,00 <br />1.00 <br />0. 00 <br />0. 00 <br />0. 00 <br />0-00 <br />0.00 <br />0. 00 <br />0. 00 <br />0.00 <br />r. 00 <br />1. 00 <br />0.00 <br />0. 00 <br />1. 00 <br />1. 00 <br />0.00 <br />0. 00 <br />1. 00 <br />1 .00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />21.00 <br />21. 00 <br />0.00 <br />0.00 <br />0. 00 <br />0.00 <br />0.00 <br />0,00 <br />0.00 <br />0.00 <br />29.00 <br />29.00 <br />0. 00 <br />0. o0 <br />62. 00 <br />62.0a <br />0. 00 <br />0. 00 <br />?7.00 <br />7?.00 <br />0 <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />12 <br />32 <br />0 <br />0.00 <br />36.00 <br />36,00 <br />0.00 <br />0. 00 <br />37.00 <br />37.00 <br />MAXIMUM <br />UN IT <br />FRlCTION <br />xsF <br />0. 4 0E+01 <br />0. 40E+01 <br />0,54E+01 <br />0.64E+01 <br />0. 64E+01 <br />0. 54E+01 <br />0. 64E+0i <br />0.64E+01 <br />0.64E+01 <br />0.64E+01 <br />0. 40E+01 <br />0.40E+01 <br />0. 64E+01 <br />0.64A+01 <br />0. 408+01 <br />0 . 4 0E+01 <br />0.548+01 <br />0. 548+0I <br />0. 408+01 <br />0.40E+01 <br />UNDISTURB <br />SHEAR <br />STRENGTH <br />KSF <br />0.00 <br />o.00 <br />1.00 <br />1.00 <br />1.00 <br />r..00 <br />0-50 <br />0.50 <br />1.50 <br />1.50 <br />0.00 <br />0. o0 <br />2.00 <br />2.00 <br />0-00 <br />0.00 <br />2.00 <br />2. O0 <br />0,00 <br />0.00 <br />REMOIDED <br />SHEAR <br />STRENGTH <br />KSF <br />0.00 <br />0.00 <br />0. 00 <br />o- 00 <br />0.00 <br />0. 00 <br />0.00 <br />0.00 <br />0. 00 <br />0.00 <br />0.00 <br />0,00 <br />0. 00 <br />0.00 <br />0.00 <br />0. 00 <br />0.00 <br />0.00 <br />0. 00 <br />0.00 <br />UNI? SKIN <br />FRICTION <br />xsF <br />0. 00 <br />0- 00 <br />0. 00 <br />0. o0 <br />0.00 <br />0.00 <br />0.00 <br />0- 00 <br />0.00 <br />0.00 <br />0.00 <br />0. o0 <br />0. 00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />BLOI{ <br />COUNT <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0. 00 <br />0.00 <br />0. 00 <br />0-00 <br />0.00 <br />0. 00 <br />0.00 <br />0.00 <br />0. 00 <br />0. 00 <br />0.00 <br />0.00 <br />0. 00 <br />UNIT END <br />AEARING <br />0.00 <br />0.00 <br />0.00 <br />0. 00 <br />0.00 <br />0,00 <br />0. 00 <br />0.00 <br />0.00 <br />0. 00 <br />0.00 <br />0.00 <br />0. 00 <br />0. 00 <br />0.00 <br />0. 00 <br />0-00 <br />0.00 <br />0.00 <br />0. o0 <br />DEPTH <br />FT. <br />0.00 <br />2.00 <br />2.00 <br />5.00 <br />5.00 <br />LRFD T'ACTOR <br />ON UNIT <br />FRICTION <br />LRFO EACTOR <br />ON UNIT <br />BEARING <br />1. 000 <br />1.000 <br />1.000 <br />1.000 <br />1 .000 <br />r.000 <br />1 .000 <br />1. 000 <br />1.000 <br />1 .000 <br />Page 2 <br />I <br />T <br />T <br />I <br />I <br />I <br />I <br />I <br />I <br />T <br />I <br />I <br />SOIL INFORMATIONS I <br />I <br />ti <br />E <br />I <br />I <br />I <br />E
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