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HomeMy WebLinkAboutREPORT OF MOISTURE DENSITY RELATIONSHIPVERO BE CO; FRASER ENGINEERING AND TESTING, INC. 3504INDUSTRIAL 33RD STREET FORT PIERCE, FLORMA 34946 Report Of MOISTURE DENSITY RELATIONSHIP ASTM D-1557 CLIENT: Tommy Hawkins &'Sons', Inc. ACTOR: Client BY at.. Luve, ODOM, SITE: Bee Electronics Kings Highway Industrial Park' Foundation Fill Test 1 Test NO. Method 1330 B uT EN096ERM P.C.F. Dry *eio D CSC N W � -1 APR 2 1 1999 COMMUNITY DEVELOPMENT DATE: i 'LE��M-T-�49-903- SIL5-1�-- ��O lA 12 14, of Dry Wded Sample Location opdmum Sod' Wig= % D=- P.C.F. Composite 11.S 118.0 rows, SS, sC, fine sand. 'Respectfully submitted, FRASER ENGINEERING AND TES 'f B19 INC.. 11 9k Alexander I! F '. "RE, FlOrida ROP, No., 16 178 FOUNDATION IMsy"TOW CONCRETE. SO! AA0ASPHALT TMTM FRASER L+ .L4GINEERING AND TE„ rING, INC. 3504 INDUSTRIAL 33rd STREET' FORT PIERCE FLORIDA 34946 . CH (561) 567.6167 FORT PIERCE (561) 461-1508 STUART (561) 2&3-7711 FT. PIERCE I-900 233 9011 Report _ of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins & Sons, Inc. DATE: 3/29/99 ,ACTOR: Client PER]NUT #: 99030515 SITE: Bee Electronics Icings Highway Industrial Park Foundation Fill DENSITY TEST NO. DATE TESTED LOCATION ELEVATION MOLSTURF-DENSITY RELATIONSIDP IN PLACE DRY PERCENT DENSITY COMPACTION TEST NOQ MAX. DRY WT. 1331 3/29/99 Map Location # 1 0 - 1' 1330. 118.0 116.4 98.6 1332 Map Location #1 1 - 2' 1 i7.2 99.3 1333 Map Location #2 0 - 1'. 116.2 98.5 1334 Map Location #2 1 - 2' 116.9 99.1 1335 Map Location #3 0 - 1' 116.2 98.5 1336 I' Map Location #3 • 1 -2' 117.5 99.6 1337 Map Location #4 0 - 1' .117.4 99.5 1338 I Map Location #4 1-2' 117.5 99.6 1339 Map Location #5 0 -1' 117.3 99.4 1340 Map Location #5 1-2'. 117.E 99.7 1341 Map Location #6 0 - 1' 117.2 99.3 1342 Map Location #6 1- 2' 117.4 99.5 I 'II - ALL ELEVATIONS BELOW SLAB GRADE. iCopies: -2 Respectfully sublmithut FRASER• ENGR4EERING AND TESTING,: INC. Alexander A Frase:, P.E.:FIa Reg. No. 16178 ENGRiEERWG FOUNQATM INVESTIGATIONS CONCRETE, 301J AND ABPFfIILT TESTING FRASER L,4GINEERING AND TE.� T ' ING, INC. 3504 INDUSTRIAL 33id STREET FORT PIERCE FLORIDA 34946 VERO BEACH (561) 567fi I67 FORT PIERCE (561) 461-7508 MART (561) 283-7711' Fr. PIERCE 1800-733-9011 i Report i of f DENSITY .OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins & Sons, Inc. DATE: 3/29/99 ONTRACTOR: Client PERMIT #: 99030515 SITE: Bee Electronics Kings Highway Industrial Park Foundation Fill ' DENSITY � . MOTS MRE-DENSITY RELATIONSHIP IN PLACE TEST DATE TEST MAX. DRY PERCENT NO. TESTED LOCATION ELEVATION Na DRY WT. DENsrIY COMPACTION 1343 3/29/99 Map Location #7 0 1' 1330 118.0 116.2 9g,5 1344 j Map Location #7 1 - 2' 117.1 99.2 1345 Map Location #8 0 - 1' 117.2 99.3 1346 Map Location #8 1 - 2' . 117.4 99.5 1347 Map Location #9 1348 I' 0 - 1' 117.3 99.4 Map Location #9 1 - 2' 117.6 99.7 1349 Map Location # 10 1350 0 - 11 116.5 98.7 Map Location # 10 1 - 2' 117.4 99.5 1351 Map Location #I1 0 -1' 117.2 99.3 1352 Map Location #11 1 - 2' 117.5 99.6 1353 i Map Location #12 0 - 1' � � 117.3 ` 99.4 1354 Map Location #12- 1 - 2' 117.7 , 99.7 I ALL ELEVATIONS BELOW SLAB GRADE. i 1 Copies: C lent - 2 Respectfuily submitted, FRASER ENGINEER &d-, A:14D TE.S"gNG, INC. '6 Alexander H. Fraser, .E- Fla. Reg. No. 16179 i GEOTE ENGWEEF&M FOLNk"TICNNNESTWTIONS CONCRETE. SOL AND ASPHALT TESTING i 1 i FRASER ]LA GINEERING AND TE„ rING, INC. 1 3504 RMSTRIAL 33rd STREET FORT PIERCE FLORIDA 34946 VERO BE 11LCH (561) 567-6167 FORT PIERCE (561)461-7M8 STUART(561) 283-77I i FT PIERCE I4800-233-9011 DENSITY TEST NO. 1355 1356 1357 1358 1359 1360 1361 1362 1363 1364 1365 1366 Copies: Report of DENSITY OF SOEL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins & Sons, Inc. ,ACTOR: Client SITE: Bee Electronics Kings Highway Industrial Park Foundation Fill DATE TESTED 3/ /92 99 -2 LOCATION Location # 13 1 Location # 13 1 Location # 14 Location #14 . Location # 15 Location # 15 Location # 16 Location #16 Location #17 Location #17 Location #18 Location #18 DATE: 3/29/99 PERMIT #: 99030515 RELATIONSHIP I IN PLACE I!r-15r MAX. DRY PERCENT ELEVATION NO. DRY WT. DENSITY COMPACTION 0 - 1'. 1330 118.0 117.1 99.2 1 - 2' 117.6 99.7 0 - i' 117.2 99.3 1 - 2' 117.5 99.6 0 - 1' 117.4 99.5 1 - 2' 117.8 99.8 0 - 1' .. 117.4 99.5 1 - 2' 117.6 99J 0-1 '117.2 99.3 1-2' 117.4 99.5 0-1' 117.3 . 99.4 1 -'2' 117.7 99.7 ELEVATIONS -BELOW SLAB GRADE. Respectfully 'submitted, FRASER ENGIlVEERING AND TESTING, INC. Alexander. H Vs s4 ,; P:.. Fla: Reg; jyo. 16178 FCUNOVITION MNESTIl;AT1pNg CONCRETE, SM AND ASPHALT TESTING i VERO BE i FRASER I 4GMEERING AND TEo rING,' INC. 35041NWSTR1AL 33rd STREET FORT PIERCE FLORMA 34946 ' • (561) 567-6167 FORT PIERCE (561) 461-7309 STUART (561) 293-7711 FT. PIERCE 1-900-233-9011 Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Tommy Hawkins & Sons, Inc. ,ACTOR: Client SITE: Bee Electronics Kings Highway Industrial Park Foundation Fill DATE: 3/29/99 PERMIT #: 99030515 DENSITY, TEST NQ DATE TESTED LOCATION ELEVATION MOLSTURE-DENSITY RELATIONSIDP IN PLACE DRY DENSITY PERCENT COMPACTION TEST NO. MAX. DRY WT. 1367 3/29/99 Map Location #19 0 - 1' 1330 118.0 117.1 99.2 13b8 Map Location # 19 1 - 2' 117.3 99.4 1369 Map Location #20 0 -11, 117.4 99.5 1370 Map Location #20 1 - 2' 117.7 99.7 1311 Map Location #21 0 - 1' 117.2 09.3 1372 Map Location #21 1 - 2' , 117.5 99.6 1373 Map Location #22 0 - 1' 117.3 99.4 1374 Map Location #22 - 1 - 2' 117.8 99,g 1375 � Map Location #23 , 0 - 1' 116.9 99.0 1376 I Map Location #23 1- 2' 117.4 99.5 1377 Map Location #24 0 - 1� 116:8 99.0 1378 Map Location#24 1- 2' 117.2 99.3 'II ALL ELEVATIONS BELOW SLAB GRADE. - Copies: 6 �I Respectfully submitted, FRASER ENGINEERINGANb.T STING, INC. Alexander H. Frsser, E. Fla Reg.-No.'16178 FWANEERMO FOUNDATION MVESMMTIONS . CONCRETE. SOIL, AND ASPHALT TESTMO FRASER ENGINEERING AND TESTING, INC. SO f �M O AtseWOW ra=V O Enr/O►rnO W AMMS BEE ELECTRONICS o i$ I • Zq l� • • e • ZZ IO Ito j y • i • ZI ; 15 • • 3 8 zo `y • • Z 19 i3 I 0 fir 3 od SWK F! 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