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HomeMy WebLinkAboutFIELD DENSITY TEST OF COMPACTED SOILSSCANNED FE ERAL �� �^ By ENGINEERING & TESTING 1798 AG 1 IRA CIRCLE S.E. SUITE 5 5 q , l_ • 1845 N.W. 33RD STREET PALM BA I, FLORIDA 32909 4,,... POMPANO BEACH, FLORIDA 33064 FIELD DENSITY TESTS OF COMPACTED SOILS' 1 II AND PROCTOR COMPACTION TEST DATE: J° 0-97 ORDER NO. 97-1541 PERMIT NO. 9 0 11 CLIENT: III GEM BUILDERS INC. ADDRESS:IIII 5411 SILVER OAK DRIVE I PROJECT: PROPOSED RESIDENCE — I IADDRESS:II 12201 WILLIAMS ROAD I� LOCATION: NW CORNER OF FOOTINGS (LOCATION: SW CORNER OF FOOTINGS LOGATION: SE CORNER OF FOOTINGS FT. FT. PIERCE, FL FI LD DENSITY METHOD A.S.T.M. 0-2922 DRY DENSITY( C.F. IN THE FIELD 104.9 105.3 106.0 Igo MOISTURE I 6.4 7.9 8.1 �o tOMPACT14 IN THE FIELD 98.6 99.0 99.7 COMPACTIO ,REQUIREMENT BY SPECS PROCTOR VAL,! E, P.C.F. 106.4 l LABORATORY II,O. 1386 112 I Itl DEPTH IN INCH S 1211 110 II iROWN 108 TIMUM MISTURF 12.3 '/u "106 MATERIAL:„SILICA SAND � III 104 REMARKS: 102 L TESTS R SULTS COMPLY WITH SPECIFICATIONS 4LESS OT i IERWISE NOTED WITH AN ASTERISK(-). TESTED '§Y: ` HECKED BY -.!- A a mutual prof, clion- fo clients• the nubl,c-and ourselves. all reports a fe submitted asl a conl,deni,al property of clients• and authoriza lion to, or pubbcabon f slaleme.nls, donclus,ons or extracts from or regard,ng our re �rls ,s reserved pending our written approval. PROCTOR T-180 A.A.S.H.T.O. METHOD C MOISTURE DRY DENSITY 9.6 103.0 12--'2 106.4 14.6 102.3 100% Maximum Dry Density 106.4 Ibs./cu. ft. 8 10 12 14 16 GRADATION TEST % Passing 3/4" Sieve 100 % .�' Respectfully submitted,. OF �SNAAMANI, P.E. FEDERAL ENGINEERING & TESTING FLORIDA REG. #39584 FEERAL ENGINEERING & TESTING Ak �'97 1798 A RA CIRCLE S.E. SUITE 5 1845 N.W. 33RD STREET PALM BY, FLORIDA 32909 POMPANO BEACH, FLORIDA 33064 FIELD DENSITY TESTS OF COMPACTED SOILS �I AND PROCTOR'COMPACTION TEST DATE: 8i 20-97 ORDER NO. 97-1541 PERMIT NO. 9-7-070711 CLIENT: ADDRES PROJ EC ADORES GEM BUILDERS INC. 5411 SILVER OAK DRIVE FT. PIERCE. FLORIDA 34982 PROPOSED RESIDENCE — BASE OF FOOTINGS — LOT BTK SEC — 12201 WILLIAMS ROAD FT. PIERCE, FL LOCATIO II� NW CORNER OF FOOTINGS LOCATION SW CORNER OF FOOTINGS LOCATIO III SE CORNER OF FOOTINGS _ - IELD DENSITY METHOD A.S.T.M. D-2922 DRY DENSITI P.C.F. IN THE FIELD 104.9 105.3 106.0 % MOISTURI, 6.4 7.9 8.1 COMPACT�N IN THE FIELD 98.6 99.0 99.7 COMPACT',�N REQUIREMENT BY SPECS PROCTOR VI LIE, P.C.F. 106.4 1 L.ABORATORI INO. 1386 DEPTH IN IN I I;HES 12+r OPTIMUM MATERIAL REIMARKS ALL TEST F UNLESS S ISTURF 12.3 '/o BROWN SILICA SAND ESULTS COMPLY WITH SPECIFICATIONS IERWISE NOTED WITH AN ASTERISK(-). I i TESTED BY: JW CHECKED BYI WN A; a mutual p feclion to clients. the public and ourselves, all reports are submitted) s the confidential property of clients. and authorization for publicatio of statements, conclusions or extracts from or regarding our },sports is reserved pending our written approval. 112 110 108 106 1 ' 104 102 PROCTOR T-180 A.A.S.H.T.O. METHOD C MOISTURE DRY DENSITY 9.6 103.0 12.2 106.4 14.6 - 102.3 100% Maximum Dry Density 106.4 lbs./cu. It. MEMENWEEMMME MEMEMMEMMMMM NO©ao©000©M■ ti 10 12 14 16 GRADATION TEST % Passing-3A"-Sieve • 100. % Respectfully submitted, ISSAM S. NAAMANI, P.E. FEDERAL ENGINEERING &TESTING FLORIDA REG. #39584