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Moisture Density Relationship Report
FRASER ENGINEERING AND TESTING9 INC. 3504 'INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946 VERO BEACH (561) 567-6167 FORT PIERCE.(561) 461-7508 STUART (407) 283-7711 FT. PIERCE 1-800-233-901.1 Report of MOISTURE DENSITY RELATIONSHIP ASTM 1557-78 CLIENT: Carlton Paving, Inc.. DATE: July 6, 1998 CONTRACTOR: Client SITE: Tri-County Feed 114" m---err- I W 0 1.10 A ' 4 i 1 i 108 8 10 12 14 Moisture -Percent of Dry Weight 'VEST TE$T SAMPLE OPTIMUM MAXIMUM SOIL Nb. METHOp LOCATION MQISTURE DRY DESCRIh'nON r..:. . % DENSITY -P.GF. - 2765 ' B Composite 11, 112.8 Brown,. slightly silty, slightly clayey q.; fine sand Res ectfully' #!jm?ttP(I, AND; TEST6 FRASE 3CA;� R1i Jr f(j NC. OCT 1 61998 = COMMUNI pE ELOPMENT '_fig-s-.�� T. LUCIE COUNTY FL Alexander H.. Fiuser, P Z.:FL Reg. No. 16178' GEOTECHMCALENGINEERING FOUNDATION INVESTIGATIONS : CONCRETE; SOIL. &.ASPHALT -TESTING FRASER. ENGINEERING AND TESTING; INC. 3504 INDUSTRIAL 33RD'STREET FORT PIERCE, FLORIDA 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561)-46147508 STUART (561) 283-7711 FT. PIERCE 1-800-233-901.1 Report DENSITY OF SOIL IN -PLACE - ASTM D2922 ;. CLIENT: Carlton` Pavia , Inc. g DATE: h-., ,,, July- 6, 1998 CONTRACTOR: Client, SITE: Tri-County Feed Foundatiai fill DENSITY DATE'. LOCATION ELEVATION. MOISTURE -DENSITY RELATIONSHIP IN PLACE' PERCENT TEST TESTED . DRY COMPACTION' TEST MAX' ''' NO. DENSITY ,' NO; DRYwt. - r`Map .2766 7/10/98' ' Location 1. 0 -1' . ' 7228 16 2 ` 110 8 98- 2767. Map Location;l i 1- 2' r<" 111 3 98.7- 2768 c` Map Location 1: 2 - 3' ,:' fry ~ 110 7 98.1 2769 Map Location'1 3-.31/2�;a 1'12 0 °`99.3 2770 =�1ltap Location 2 U -.1' v, 1.11 3 - 98.7 2771' Map'Lolation 2 1 -2, 1'11;7 99.0 2772 AAap Location,2 ,1.. 2 - 31p`: i ip;9 98.3 2773 `t r'' Map Location 2 ' 3 4ti#' t`4.. i ir.18- 9.9.1 2774 Map Location 3 1 f0.9 9.8.3 2775 ' 4r :. Map Location 3, a' 1 - 2' �� "' ,, 111- ,9 99.2 2776: Map'Locatlon 3` . F 2 " °,",. 112.3 99,6 2777 Map Location 3 3 ,°4 1 /2': a, r� 112.0 99.3 `2778 Map-Location-4 y 0-`F� �„ `5 �F 11 t.T 99.0 2779 Map Location 4 . 1. �� 110.8 98.2 ' 2780 rs iVlap Location = N '�, 1? - T.. �� ��; �, 111.5 98:8- 2781: Map Location 4 ,' �4 x�l; 3 - 11:1,C 98.9 Y ALL EVAT1ONS;:BEL W SLAB GRADS ' '' f Respecifi�lly". sovitted, N ' ERASE TESTING, INC. ERIN >Alexaiider Fraser,.P'.E: FL Reg. No. 16178 VESTIGATIONS CONCRETE. SOIL & ASPHALT TESTING.