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HomeMy WebLinkAboutSOIL DENSITY MODIFIED REPORT - PROCTOR TEST1. AJF ENGINEERING & TEST'ING INC. 'FARLEY.& ASSOCIATES P.O. BOX 12059 . LAKE PARK; FL 33403 . ; SOIL DENSITY REPORT MODIFIED D .; PROCTOR TEST ASTM D-2922 Date; ' 1V1AY•"I1 1999 Job # P9=0.958 . ' ...... .... STD 9r Y4i01r7i�39 1 R. Permit #: Client: PORT ST.-'•LUCTE TRACTOR Contractor:. PORT ST. LUCIE PROPERTIES SCANNED f; S gy Job Location: D$IAND AVENUE t LuCid CpGnty LOT 7; BLOCK 62, LAKEWOOD PARK,U6 ST.' LUCW COUNTY, FLORIDA Test , • Test'Sample , ; ' Depth Pen. in Place Moisture•Density�..' %''Com - No.� Location ; . `"'Res: Dry.Density Relationship pacted Test -No. Maximum ,. Densi Deusi - Foundation Fill i ti Below Slab Grade ; omer 0=1" 109.6 1 114.2' 96.0% 2 1-2' 110.0 _ 1. 96.3% -3 2-3' 109.3 195:7% 4 Center: 109.1 ' 1 955% 5 _ 1-2' 109.7 6 . _ 2-3' 109.3 1 . 95.%. SE Corner 0=1' 109.4 1. r.. « 95. 8 1-2' . .80 110.3 1 95:6°/p' 9 2-3' 109..0 - 1 95.4% an W. rley, 1� P J 40 1 A GINEERING & TESTING INC.. F ;, PHONE: (561) 845-7445 WEST PALM BEACH (561)" 337.7755 MAiRTtN-ST, .. LVCIE (561) 564-0940 INDIAN RIVER (561) 84$- 1$A*AX ' ^ ,•'tip ';: w ,` - " 4 q• AJF F-1`IGIIaiEERING & TIESTING-INC. FARLEY & ASSOCIATES P.O. BOX 120S9 ;.:. LAKE PARK, FL 33403 SOII. DENSITY: REPORT M Is*RE DENSM RELATIONSHIP T-180 Sample Optimum Max. Dry Soil •"Test 115 11 11 • 11 P �tion Moisture Density Description A posite 14.8-,. .. x. 114.2.. Brown Slightly Silty Slightly Clayey . :. Fine Sand , +------=-=+------ +=-------+---------+--------=+ ' + + + + + + . .. . +---------+---------+---------+---------+-----=---+ + + . , +. + + ., + ... \ ., .. +- - - - - - - - -+- - - - - - -+- - - - - - - - -+- - - - - - - - -+- - - +. +, + + +---------+---------+---------+-------.--- +---------+- '_ .. - -}-----------F-------.--{---- -----+----------}-----------{-. 10 11 12 13 'Moisture % Dry Weight E: (561) 845.7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE (561) 5640940 INDIAN RIVER (561) 845-8876 FAX