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HomeMy WebLinkAboutSoil Density Report.'""i0.'31i1996 11:13 ^FROM 000000000000000000 � TO ST LUCIE CO. P.01 E -NPIRE El1MGINEE;RIM a TesmNe If4ce P.Q. �adt 77�0 VW9a M�aldr 4 vem, a D!IR magmas 3c ; i-s(fT���e-� 73g E teas omper Ott*elol )Y*m. 12. r 13. =f a;t t .Pages s^aforonaod are not rncsiv '. pZ*Mo notify RD 66ACH (" P (47) AMIS'0 97. 330WCI! (#!) %m t � 10i3;1i1996 11:13 FROM 000000000400000000 T4 ST LUCIE CO. P.02 r . EMPIRE ENGINEERING & TESTING INC, P.O. Box 776 Vero Beach, Florida 32961 50 Filth Court Vero Beach, Florida 32962 SOIL DENSITY REPORT MODIfiIED PROCTOR TEST ASTM D 2922 Date: October 30, 1996 Job i1: 960253-001 Permit 0: 96 090206 Client: Coastal Mausoleum Construction Job Location: ]Mausoleum @ Hillcrest Memorial Gardens Highway US No. 1. Ft. Pierce, Florida Test Test sarupie Depth Pen. In Place No- Location IVlaisture Density 95 Corn Res- Dry Density Relationship Panted Test No. Maximum Dry De"s! ty - Slab FOunda t i on Density 1 N.E. Section 0'--1' .0 2 �� 1077 1 1'-2. 10.0 3 n 107.5 99.5% 2'-3' 107.2 j 99.3% 99.7% 4 N.W. Section 01--1' 107.2 1 5 1'-2' ., 107.2 107.5 1 99.7% 6 3 2'-' 107.0 1 79ii 99.5% 7 East Section- 0'-1' 106.8 .. 1'-2' 107.0 107.5 99.3% 2'-3' 107.0 1 ., 99.5% 99.5% 10 Center 0'-1' 107.2 11 1 107.5 12 .� 1'-2' 106.4 99.7% 2'-3' 107.2 ,. 99. 99.7% 13 S.E. Section 0'-1' 107.0 14 1'-2' ! 107.5 99-5% 107.0 15 2'-3' 106.9 1 ,. 99.5% 99.4% 16 S.W. Section 09--1' 107.0 I 17 I'-2' 106A . 107.5 1 " 99.5% 18 z�_3. 107.0 1 " 99.3% 99.5$ VERO BEACH (561) 569-0153 FAX (561) 569-8408 ST. LUCIE (561) 337-7911 MELBOURNE (407) 676-9956 FT. PIERCE (561) 467-1570 10/31i1996 11:14 FROM 000000000000000000 TO ST LUCIE CO. P.03 SOIL DENSITY REPORT MOISTURE DENSITY RELATIONSHIP Date: October 30, 1996 Job 11: 960255-001 Permit 96 090206 Client: Coastal Mausoleum Construction Job Location: Mausoleums @ Hillcrest Memorial Gardens Highway US No. 1 Ft. Pierce, Florida Sample In Place Optimums Max. Dory Soil Location Moisture Moisture Density Description Composite 11.2 107.5 Fine Tan Sand +---------+----------+---------+---------+-- + + + + + + + Dry + + + + + + Density 108 +-----•----+---------4-- --. ------ + -+-----,.— + + + + Per + + + + + Cubic + + + + + + Foot + + 4 + + 107 +------ -+---------+--�------- -------•--+ ---- + - ---+ + + + + + 106 +---------+---------+------+---- 4- + + + + i + + + + + 105 ------------------------------------ + + + k + + --------------------•+---------+---------+--------- + 10 11 I2 13 Moisture % Dry Weight Test No. A EMPIRE ENGINEERING & TESTING INC. TOTAL P.03