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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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Template:
Soils Report
Full Address
2002 W Alton Ave
Street Number
2002
Street Direction
W
Street Name
Alton
Street Suffix
Ave
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BATTER ANGLE <br />PILE STICKUP LENGTH, PSL - <br />ZERO FRICTION LENGTH, ZP', = <br />PERIUETER OF PILE <br />TIP AREA OF PILE <br />INCREMENT OE PILE LENGTH <br />USEO IN CO}jPUTATION <br />15C1 Driven. aPSo <br />0.00 oEG <br />0.00 FT. <br />3.00 FT. <br />64 . 00 IN. <br />256.00 rN2 <br />cos <br />I. OO FT <br />SOIL INEOR}IATIONS <br />SAND <br />SAND <br />CLAY <br />CLAY <br />CLAY <br />CLAY <br />CLAY <br />CLAY <br />CLAY <br />CLAY <br />SAND <br />SAND <br />CLAY <br />CLAY <br />SAND <br />SAND <br />CLAY <br />CLAY <br />SANO <br />SAND <br />l.iAx r !.tul, <br />UNIT <br />FRICTION <br />KSF <br />0 . 4 0E+01 <br />0.40E+01 <br />0. 64E+01 <br />0.64E+01 <br />0.54E+01 <br />0.648+01 <br />0.64E+01 <br />0. 648+01 <br />0. 64E+01 <br />0. 548+01 <br />0 . { 0E+01 <br />0,408+01 <br />0.648+01 <br />0. 548+01 <br />0. 4 0E+01 <br />0.40E+01 <br />0 . 54 E+01 <br />0.548+01. <br />0. 408+01 <br />0.40E+01 <br />EEEECTIVE <br />UNIT <br />IiEIGHT <br />LB/CE <br />115.00 <br />115.00 <br />115.00 <br />11s.00 <br />52.60 <br />52.60 <br />42.10 <br />42.70 <br />52.60 <br />52.60 <br />5?.60 <br />t?. 60 <br />52.A0 <br />52.80 <br />57. 60 <br />5?. 60 <br />52.50 <br />52.60 <br />62 .60 <br />62.60 <br />SOIL <br />TYPE <br />LATERAL <br />EARTH <br />PRESSURE <br />FRICTION <br />ANG],8 <br />DEGREES <br />BEARING <br />CAPACITY <br />FACTORDEPTH <br />ET. <br />0.00 <br />2 -AO <br />2. 00 <br />5. 00 <br />5.00 <br />10. 00 <br />10. 00 <br />20, 00 <br />20.00 <br />32.00 <br />32 .00 <br />36.00 <br />36.00 <br />40.00 <br />40.00 <br />4'7 .00 <br />47.00 <br />5 7.00 <br />5.7.00 <br />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 />1.00 <br />1.00 <br />0. 00 <br />0.00 <br />1.00 <br />I .00 <br />0.00 <br />0.00 <br />r..00 <br />1 .00 <br />30. 00 <br />30.00 <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 />32.00 <br />32.00 <br />0. 00 <br />0.00 <br />36.00 <br />36.00 <br />0. 00 <br />0-00 <br />37. 00 <br />31.00 <br />2L2l <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />, o0 <br />.00 <br />.00 <br />.00 <br />29 .00 <br />29.00 <br />0.00 <br />0.00 <br />52.00 <br />62.00 <br />0. 00 <br />0.00 <br />??.00 <br />7 7.00 <br />MAX IMUM <br />ONIT <br />BEAR]NG <br />KSP <br />0.40E+02 <br />0. 408+02 <br />0. 408+02 <br />0. 4 0E+02 <br />0. {08+02 <br />0. 408+02 <br />0. 408+02 <br />0.408+02 <br />0. {0E+02 <br />0. 40E+02 <br />0 .40E+02 <br />0.408+02 <br />0- 40E+02 <br />0. 40E+02 <br />o.408+02 <br />0. 40E+02 <br />0. 40E+02 <br />0.408+02 <br />0.40E+02 <br />0.40E+02 <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 />o. 00 <br />0.00 <br />0. 00 <br />0. 00 <br />0. 00 <br />0.00 <br />0. 00 <br />0, 00 <br />UNDlSTURB <br />SHEAR <br />SlRENGTH <br />I(5F <br />0. 00 <br />0.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0. 50 <br />0. 50 <br />1. 50 <br />1. 50 <br />0.00 <br />0.00 <br />2.00 <br />2. OO <br />0.00 <br />0.00 <br />2. 00 <br />2 .00 <br />0.00 <br />0.00 <br />REUOLDED <br />STIEAR <br />STRENGTIT <br />KSF <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 />BLO}? <br />COUNT <br />UNIT SKIN <br />ERICTION <br />KSr <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 />BEARING <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 />LRED FACTOR <br />ON UNIT <br />FRICTION <br />LRED FACTOR <br />ON UNIT <br />EEARINGDEPTH <br />FT. <br />0. 00 <br />2.00 <br />2.O0 <br />5.00 <br />5.00 <br />10. 00 <br />1.000 <br />1.000 <br />1. 000 <br />1. 000 <br />1. 000 <br />1. 000 <br />1_ 000 <br />1.000 <br />t. 000 <br />1.000 <br />1.000 <br />1.000 <br />Page 2 <br />I <br />u
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