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Home My WebLink AboutReport Density Of Soil In Place 12-16-99FRASER ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREr FORT PIERCE FLORIDA 34946 13FACi1(561) 567-6167 FORT PIERCE (561) 461.7508 S'rUARr (561) 233-7711 FT. PIERCE I-:SOO-233-9011 Report of DENSITY OF SOIL IN PLACE • ASTM D2922 * CLIENT: Carlton Development CONTRACTOR: Client SITE: Harpetco Stemwall Backfill DATE: 11/16/99 Permit DENSITY TEST DATE ELEVATION MOISTURE-DENSWk, RELATIONSiPp u C VjA-t. ` LI� 12 l DRY PERCENT TESTLI--MA NO. TESTED LOCATION NO. DRY WT. DENSITY COMPACTION 453 11/16/99 Map Location 1 0 - 1' 678 112.7 111.0 98.5 454 1'- 2' 111.3 98.8 455 2 = 3' 111.7 99.1 456 3 - 4' 112.1 99.5 457 Map Location 2 0 - 1' 111.2 98.7 458 1- 2' 111.9 99.3 .459 2 - 3' 112.2 99.5 460 3 - 4' 112.6 99.9 461 Map Location 3 0 - 1' 110.8 98.3 462 1 - 2' 111.1 98.6 463 2 -.3' 111.4 98.8 464 3 - 4' 111.8 99.2 ALL ELEVATIONS BELOW SLAB GRADE Copies: Client-2 Respectfully submitted, SLC Bldg. Dept. - 1 FRASER ENGINEERL I :AND TESTING, INC. Alexander H"Pi-.1 ser, P.E. Fla.'-R*6 No. 16178 U Y GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE. SOIL AND ASPHALT TESTING FRASER ENGINEERING AND TESTING, INC. Gootechnraf Eng#wrm o Threshold hspocbon 0 Cwshc6on Materials Testing Sefflementhveshgaiions o Residential Testing o Env*unmentalAudds y.