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HomeMy WebLinkAboutReport of Density of Soil in Placere A.M. ENGINEERIN..G' AXD TESTING, INC . 3504 INDUSTRIAL 33rd STREET_` FORT PIERCE * FLORIDA * 34946 VERO BEACH (561) 567.6167 FORT PIERCE (561) 461.7508 STUART (561) 283.7711 FT. PIERCE 1.800-233.9011 Report of F Cam` [[]d� DENSITY OF SOIL IN PLACE ASTM D2922 M Av 9 9 9nn1 CLIENT: B & B Site Development s CONTRACTOR: Client SITE: Fort Pierce Masonic Lodge Foundation Fill Permit #21010464 DENSITY TEST NO. DATE TESTED LOCATION ELEVATION MOISTURE RELATIONSHIP -DENSITY INPLACE DRY DENSITY PERCENT COMPACTION TEST NO. MAX. DRY WT. 405 5114101 N.E. Comer 0 - 1 ' 404 105.8 100.7 95.2 406 N.W. Corner 0 - 1 ' 102.4 96.8 407 Center 0 - 1 ' 104.7 99.0 408 S.E. Comer 0 - 1 ' 101.7 96.2 409 S.W. Comer 0 - 1 ' 100.9 95.4 ALL ELEVATIONS BELOW SLAB GRADE Copies: Client - 2 G.M. Worley, Inc. - 1 SLC Bldg. Dept. - 1 Respectfully submitted, A.M. ENGINEERING AND. TESTING, INC. RICHARD BOYETTE-, P.E. FL Reg.,No. 42405- JUPITER OFFICE: 450 SOLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX.(561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING j A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946 BEACH(561) 567-6167 FORT PIERCE (561) 461 7598 STUART (561) 283 7711 FT. PIERCE 1 Report of MOISTURE DENSITY RELATIONSHIP ASTM D-1557 CLIENT: B & B Site Development DATE: 5/14/01 CONTRACTOR: Client SITE: Fort Pierce Masonic Lodge Foundation Fill P.C.F. Dry Weigh 10 12 14 Moisture % of Dry Weight 16 Test No. Test Method Sample Location Optimum Moisture% Max. Dry Density-P.C.F. Soil Description 404 A Composite 13.3 105.8 Gray and tan fine sand Respectfully submitted, A.M. ENGINEERING AND TESTING, INC. Richard Boyette, P L. FL Reg., No 42485_�- JUPITER OFFICE: 4S0 S. OLD DIXIE HIGHWAY, SUITE 2 JUPITER, FLORIDA 33458 1-888-339-7645 , FAX (561)-74S-0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL AND ASPHALT TESTING """'• F4UN7ATIbh' IhJVC3TItl..iYlb,�3 CONCRET4, SOIL AND ASPHALT T a5TI(YG - - - - - - - - - - - - - - - - - _. - - - - - - - - - " _ .. - - - - - - - - - - " - - - - - - - - - - - - - - - - " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOV-26-2001 09:32 FROM -AM ENGINEERING AND TESTING 1 561 461 8880 T-588 P.002/004 F-818 3504 INDUSTRIAL 33ftD 57RELT v F011T EEG, FLORIDA 34946 V102t7131 AL'Ii l5ti1)367.6iV POP PIEFICE (561) 461.7598 STUART(SK 233.7711 ���" _ - •'•� — ' PT. PIERCE i•S:)0 r33•<J071 Report of MOISTURI; DENSITY RELATIONSHIP ASTM D-1557 CLIENT: B & B Sher Development CONTRACTOR: Client SITE: Fort Pierce Masonic Lodge Subgrade I eE1 I Test No, Mothod 4535 1 A P.C.F. Dry Wuigt 1V 1- 14 16 Moisture '90 of Dry Weight optimum Max. Dry ple Locetion Moisture %a I Density- P,C,F, Composire 1 12.8 1 107.2 DATE: 1 im/U1 Soil Gray finc sand little silt Respectfully submitted, A.M. ENGINEERING AND TESTING, INC, Richard Eoyette, P,E, FL Reg. No. 42485 JUPI7ER OFFICE: 459 S. OLD PI�YIL? HjQH VAY, SUITL 3 JVFIT@R, FLORIDA 33458 1.888.339-74145 PAX: (561).745-p981 4F.0rFr,.j,4mma, ­...., IYUV-40-4UUI Uy:Ji MWAM C11U114tCKINU AIW ICJI MiA I 5bl 01 dddU T-556 P-502/004 F-818 v -. a s, iJ i i L %-qy l 1. %-, • 3504 INDUSTRIAL 33RD STRUL•T FORT PIERCE, FLORIDA 34946 V10,U) BEACN(56])%7•6167 FORTPIEFgio 561)461.7698 STUART 6611283.7711 F1'. PIERCE 1-800•233•9011 Report of MOISTURE DENSITY RELATIONSHIP ASTM D-1557 ti. -1.11sty I'; B & B Site Development CONTRACTOR: Client SITE; curt .FicrGB Masonic Lodge SU-)eraLIU Test No. 4535 TOSC Mathod A n�y `VUv)6n 1 iv 1= 14 16 Moisture 'lei of Dry Weight Optimum Max. Dry lmple Location Moisture % Density- P,C,F, Cnmposlre 12.8 107.2 DATE! 11/21/01 Soil Cray fine sand Iittle silt la,hS. P.T�cZi1V'1•�,rr.TTvc-. ri.11,L�'i'!s�'17.AaCi, 11wTC. Richard �oyette, )t�.�,1~I, Reg. No. �2485 JUPITER OFFICE: 4505, OLD PIXIE' HIGHly", SU1TG 3 JUFITCR, FLORIDA 33458 1.88&339 7iws 1 Ax., (5161)-745 0981 L9F.QTFG111Nir:Al PN�QWCI-m,n - FOUNDATION INVESTIGATIONS OONCRCTB. SOIL AND ASPHALT TESTING -------------------••-------------------------------------------------------------- NOV-26-2001 09;33 FROM -AM ENGINEERING AND TESTING 1 581 461 8880 T-588 P.00V004 F-816 .W I- �ikJ-L 4 A T �y &LT9_0 3504INDUSTRIAL 33RD . STREET FORT PIERCE, FLORIDA 34946 VEROREACH(5611567•6167 enm-A..',..-._.._..______ Report of MOISTURE DENSITY RELATIONSHIP ASTM 0-1557 CLIENT: B & B Site 1%velopmellt CONTRACTOR: Client SITE: Fort Pierce Masonic Lodge Base P.C.F. Dry welg►1 11 ><s Molatttru % of Dry Weight Test Test Optimum Max. Dry No. lvlechod Sample Location Moisture 91b I F Donsl[v- P.C.F, 4536 C Composite l0.0 115.9 DATE: 11/21/01 RespectruIly subrnitted, A.M. ENGINEERING AND TESTING, INC, 6 Richard Boyette, P.L. FL Reg. No. 42485 Soil Tan fine sand UPIT&H OFFICE; 4SO S, OLD DIXIF. HIGHWAY, SUITE 2 JUPJTE$, FL09rDA 33458 1-888-ML7648 (56I )-745.0981 GEOTECWNICAL ENGI,428AING FOUNDATION INVE8YIGATIONs 11OV-26-2001 09:35 FROM -AM ENGINEERING AND TESTING 1 561 461 8880 T-388 P-004/004 F-818 A.M. ENGINEERING AND TESTING, INS' S6041NDUMIAL 331CI STREET - FORT PIERCE - FI.QRIDA - 34956 VERO BEACH (661) 567-6167 FORT PIERCE (561) 461.7506 STUART (861) 263.7711 FT, PIERCE 1-900-233-901,1 Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIE114T: B & 13 sire Development CONTRACTOR: Mac Worley bate: 11/21/01 SITE: Fort Pierce Masonic Lodge Subgrade / Base DENSITY 1viOISTURF--DENSITY TEST DATE RE RELATIONSFIIP IN PLACE NO. TESTED LOCATION MAX. ELEVATION NO. DRY WT, DRY DENSITY PERCENT COMPACTION 4537 11121JOl SX Corner Subgrade 4535 107.2 105,8 98.15 4538 N.E. Corner Subgrade 105.5 98.4 4539 Center Entrance Subgrade 105.2 98.1 4540 S.W. Corner Base 4536 118,9 116.7 98,1 4541 N.E. Corner Base 117,2 98.5 4542 Center Entrance Base 117.5 98,8 Copies: Client - 2 Respectfully submitted, Mac Worley Fax - 1 863-467-2238 A.M. ENGINEERING AND TESTING, INC. RICIIARD BrOYETTE, P.L. FL Reg. No. 42485 JUPITER OFFICE; 45G S, ULD DIXIE R1011WAY, SUITE 2 — JUPITGA FLOJUDA 33458 I.888.339-7d45 FAX. (M) 745- 098J GEOTECHN10AL ENGINCERING FOUNDATION INVESTIGATIONS CONCA97e, SOIL. AND ASPHALT TESTING