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Home My WebLink AboutSoil Cement Designs-NESTING FORM 407 REV. "5`4�o PITTSBURGH TESTING LABORATORY DATA SHEET A ESTABLISHED 1881 Zt d < _ �y AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OL RS ELV ES. ALL REPORTS Class "A" ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION EEgj ANO �'- - FOR PUEL: CATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 718 LABORATORY No. CLIENT'S No. REPORT ORDER No. MA 4406 OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION General Development Corporation CLIENT: 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 & 3861 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 5" select material 2" in place sand _ DESCRIPTION OF AREA TO BE PROCESSED MIXTURE NUMBER 41R 3871 & 3861 TECHNICIAN: J. Cornell mr/cc PITTSBURGH TESTING LABORATORY 1 Client J 2 Client: Engr. Dept. Pt. St. Lucie _ 1 PTL Tech: 1 City Engineer (R. Lloyd Vero Beach) John W. Harllee City of Sebastian, PO Box 127, Sebastian, FL Vice President 32958 1 City Clerk, City of Sebastian, PO Box 127, Sebastian, FL 32958 2 MA FORM 95 -MA �ESTIN,r, 1=1TT�eUrRGH TESTING L4BORATORY ESTABLISHED 1881 MIAMI, FLORIDA 33142 rfi a�`y AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ORDER NO. 14A 4406 pE•.�,�y ARE SUBMITTED A9 THE CO NFIO ENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION DATE: p FERSANO FOR PUSLI^A ICO, o f STA1A RESERVEONCLU IO S OR XTrAC S FROM OR REGARDING 6-17-82 „o Pf RDVAL. LAB. N0. 713 DATA SHEET A-1 CLIENT: General Development Corporation PROJECT: Sebastian Highlands, WR 3871 & 3861 SAMPLING LOCATIONRepresentative TYPE OF TEST CONDUCTED: -,hart crit mathn& fnr can y coil DATE COMPLETED: 6-24-22 --- TESTS OF SOIL ¢TRIP Ar.AT.YTS PERCENT PASSING SOIL Y!ORTAR TOTAL SAMPLE PLUS `4 MATERIAL ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY 311 Sieve 100 NIA 3/4" Sieve 100 `r4 Sieve (4.75 cun) 100 PHYSICAL TEST COi:STPyTS IJ10 Sieve (2.00=, ) 100 X18 Sieve (1.00-x) 100 LIQUID LIMIT NP_ #35 Sieve (0.50 mm) 92 • PLASTICITY INDEX tip #40 Sieve (0.42 =-.) 34 — #60 Sieve (0.25 ran) 44 SOIL CLASSIFICATION' IA140 Sieve (0.105=) 10 #200 Sieve (0.074 r, -n) 7.4 AAS HO A 7270 Sieve 6.� PERCENT SMALLER THAN . U.S. DEPARTMENT OF AGRICULTURE SOIL SERIES PAI 0.05 mm SOIL HORIZON B 0.005 nen TEXTURAL CLASS Loamy sand 0.002 mm COLOR OF MOIST SOIL Light brown TESTS OF SOIL CEITENT MIXTURES JET - DRY TEST Cement Content Seven Day Test % Py Weight Lbs. Per So. Inch%`• 58 291 314 * Specimens saturatel in water 4 hrs. before Cement Content Total Soil -Cement % By WeiSht Lbs. Wet -Dry % N/A Les L. ,?FCG)%-I''.ENDATIONS ------ Recommended Cemlent Content 3y volume, Which is Lbs./Sq. Yd. Per Inch. of compacted thickness: Laboratory Optimum Moisture Content 10.5 7.** Laboratory Maximum Density 116.5 Lbs./Cu.Ft.** Moisture Density 'Test :Made on Total �amp:c using #3/411 Maximum Size Material. Test made in el toward end of dan;p mix govern field control. PITTSBURGH TE5TIY:G LABORATORY TECH1NICIAIN: john W. 11arllee J. Cornell Vice President FORM 407 -MA PITTSBURGH TESTING LABC)RATOR`( 1 < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Class EqJ ANO G� ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION 1 dSS "A"CC fOR PU QLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. RDER No. MA 3707 LABORATORY Nc331 CLIENT'S NO. REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 100% sand DESCRIPTION OF AREA TO BE PROCESSED MIXTURE NUMBER WR 30U71 Technician: J. Cornell PITTSBURGH TESTING LABORATORY B. Plemmons 1 �, cc: JaiSn W. Harllee, 1 Client, Attn: Enar. Dept. Vice President 2 Client, Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452r° 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 t� 1 City Engineer, PO Box 127, Sebastian:, Fla. 32958 1 PTL Tech. 40MA 1,& 1g$1 FAST COAST ENGINEERING j � PITTSBL,,-RGH TESTING LAB,, .-RATORY ? O O - [lTAf]LI7HE0 IOBI T MIAMI, FLORIDA 33142 r AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANO OV R9ELV E9. ALL REPORT! ARC SUBHITTEO AS THE CONFI OCNTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION -1 fgSFOR IUPLI^A0==FolaAla RCSERVEOQUFLWRLISCI—A PPROVAL NPEN0INGCLUSIONSOR EXTRACTS FROM OR aEGAROING AND DATA SHEET A-1 CLIE*:T: PROJECT: s. SAMPLING LOCATION General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 Sebastian Highlands WR 3871' Representative FORM 07 -MA CLASS "D" ORDER NO. MA 3707 DATE: 7-19-001 LAB. NO. 31 TYPE OF TEST CONDUCTED: h c DATE COIT LETED: 7-26-81 TESTS . sail OF gTFVF ANALYIS PLUS ;4 MATERIAL SOIL PERCENT PASSING MORTAR 3" 'S ieve 3/4" Sieve TOTAL SA!-fPLE 100 i UJ - ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY ;!� u4 S ieve (4.76 mm)— PKfS ICAL TEST CONSTANTS 110 Sieve (2.00mm) �— #18 Sieve (1.00mm) i0U LIQUID LItiZT N.P. ;.35 Sieve (0.50 mm) u= PLASTICITY INDEX tl. P. Y40 Sieve (0.42 mm) "`t SOIL CLASSIFICATION #60 Sieve (0.25 mm) #140 Sieve (0.105inm) "'200 Sieve (0.074 mm) �•� AASHO A =270 -Sieve �•� e PERCENT SMALLER THAN _ U.S. DEPARTMENT OF AGRICULTURE SOIL SERIES 0.05 mm SOIL HORIZON 0.005 mm TEXTURAL CLASS Loamy sand 0.002 mm COLOR OF MOIST SOIL Light Qrsy TESTS OF SOIL CEMENT MIXTURES Cement Content Seven Day Test 7. By Weight Lbs. Per Sq. Inch* 10 --- 240 -- a 271 10 299 * Specimens saturatel in water 4 hrs. before t[+cr _ Cement Content Total Soil -Cement By Weight Lbs. Wet -Dry_ i RECO:' 1ENDATIONS Recocrmnended Cement Content 7. By Volume, which is _Lbs./Sq. Yd. Per Inch. of compacted thickness: Laboratory Optimum Moisture Content 10.5 7.**�� 1. Laboratory Maximum Density 105.3 Lbs./Cu.Ft.** **!oiature Density Test Made on Total Sac^a1c using #3/4" Maximum Si Material. Te t made in bl 01 toward end of damp mix govern field control. �P s A �� PITTSBURGH TES�I?`C LABORATORY TECiL`IICIA:;: dim Cornell cs�� C,,��NGINEERING B. Plemmons ohm W. Ha€�1 ee Vice President FORK! zn7-MA '0 9` PI T TSBuRGH TESTING LABURATORY 3901 N.W 29th AVENIJE. MIAMI. FLORIDA 33142 r �C�S at5`c�t�y AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Class t11'1 " FFa3 d NO GSE" ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION 1. fon PU GLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING ORDER No. MA 3707OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. No. MA 3707 LABORATORY No. 330 CLIENT'S No. REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 50°' select material 50`,j in-place sand DESCRIPTION OF AREA TO BE PROCESSED MIXTURE NUMBER l•!° 3371 Technician: J. Cornell, C. Plemmons JWH:dsl cc: PITTSBURGH TESTING LABORATORY John W. Harllee, 1 Client, Attn: Enar. Dept. Vice President 2 Client, Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452 a 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958g1, 1 City Engineer, PO Box 127, Sebastian:, Fla. 32958 7 SEP ? 1 PTL Tech. MA EAST COAST ENGINEERING PITTSBURGH T`STIiJG LABURATORY � 9 ESTABLISHEO IUBI fl< MIAMI, FLORIDA 33142 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS 1_ RC`-C'��y ARE SUBMITTED AS THE CONFIOCNTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION gSAMC FOR IUBtICA�10==FoS:A" YFSERVEONCLUSIO-S OR EXPENDINGQU1LwrtLLZLN—APPROVALTRACTS FROM OR REGAADING DATA SHEET A-1 CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3£371 SAMPLING LOCATION Representative FORM 97 -MA CLASS "D" ORDER NO. MA 3707 DATE: 7--19-81 LAB. NO. 330 TYPE OF TEST COND_UCTED•Short cut nethod for sandv soil DATE COMPLETED: 7-26-81 TESTS OF SOIL CTrVF ANATNTS PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY rl/t1 PHYSICAL TEST CONSTANTS LIQUID LIMIT i! P PLASTICITY INDEX N P ' ,SOIL CLASSIFICATION AASHO Q PERCENT SMALLER THAN U.S. DEPARTIKENT OF AGRICULTURE SOIL SERIES ;til 0.05 ern SOIL HORIZON B 0.005 mm TEXTURAL CLASS Loamv sand 0.002 mm COLOR OF MOIST SOIL Linht arav TESTS OF SOIL CE14ENT MIXTURES 1 J 1 G 5 n j WET - DRY TEST Cement Content Seven Day Test 7 By weight Lbs. Per So. Inch* 7 Z'Z6 _ Z * Specimens saturatel in. water 4 hrs. before test. Cement Content Total Soil -Cement % By t%'eight Lbs. Wet -Dry % RE .0MMF NDATIONS N/A Recommended Cement Content SOIL TOTAL. PERCENT PASSING MORTAR SAM4PLE 3" 'S ieve ell l 100 T— 3/4" Sieve Content 10.3 7.** SEP n4 S ieve (4.76 mm) 100 #10 Sieve (2.00mm) 100 #18 Sieve (1.00mm) 100 #35 Sieve (0.50 mm) 6— #40 Sieve (0.42 mm) a2 #60 Sieve (0.25 mm) �— #140 Sieve (0.105mm) j— b.6— #200 Sieve (0.074 mm) — .`270 Sieve ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY rl/t1 PHYSICAL TEST CONSTANTS LIQUID LIMIT i! P PLASTICITY INDEX N P ' ,SOIL CLASSIFICATION AASHO Q PERCENT SMALLER THAN U.S. DEPARTIKENT OF AGRICULTURE SOIL SERIES ;til 0.05 ern SOIL HORIZON B 0.005 mm TEXTURAL CLASS Loamv sand 0.002 mm COLOR OF MOIST SOIL Linht arav TESTS OF SOIL CE14ENT MIXTURES 1 J 1 G 5 n j WET - DRY TEST Cement Content Seven Day Test 7 By weight Lbs. Per So. Inch* 7 Z'Z6 _ Z * Specimens saturatel in. water 4 hrs. before test. Cement Content Total Soil -Cement % By t%'eight Lbs. Wet -Dry % RE .0MMF NDATIONS N/A Recommended Cement Content % By Volume which is b :1�;t:�t'a: -revn. i✓` of compacted thickness: ell l Laboratory Optimum Moisture Content 10.3 7.** SEP Laboratory Maximum Density Made 114.3 Lbs./Cu.Ft.** Total Sample using #3/4" I•!aximum Size Material. Test made -in �oist::re Density Test on �Ic1 toward end of damp mix govern field control. Lcz.FNGINESRIN PITTSBURGH T T'"W ORAIUM1. TECILNICIAN: Jim Cornelleloh%W. �;il., Bill Plemmons Harllee vice President FORM 4n7 -MA PITTSBURGH TESTING LABORATORY < 3901 N.W 29th AVENUE. MIAMI, FLORIDA 33112 y^r rr`y C�YF �+L4��`:`\y AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Class "A" ER3gNo G� ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION l� FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGAROING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 3707 LABORATORY CLIENT'S No. REPORT OF TEST INFORNIATION FOR SOIL CEIMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 5" select material 2" i n-pl ace. ,sand DESCRIPTION OF AREA TO BE PROCESSED MIXTURE NUMBER UR 3071 Technician: J. Cornell PITTSBURGH TESTING LABORATORY B. Plemmons JI -IH : ds 1 cc: John W. Harllee, 1 Client, Attn: Engr. Dept. Vice President 2 Client, Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452^t'! I' 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 1 City Engineer, PO Box 127, Sebastian, Fla. 32958 1 PTL Tech. >; i ,2 40 MA SEP £AST COAST £NG�N££R1NG PROJECT: Sebastian Highlands WR 3871 01. SAMPLING LOCATION Representative TYPE OF _TEST CONDUCTED Short cut method for sandy soil DATE CO1,TLETED: 7-76-F1 TESTS OF SOIL SIEVE ANALYIS PLUS 104 MATERIAL PERCENT PASSING 311 -S ieve 3/4" Sieve n4 Sieve (4.76 mm) 410 Sieve (2.00mm) X18 Sieve (1.00mm) x:35 Sieve (0.50 mm) #40 Sieve (0.42 mm) #60 Sieve (0.25 mm) #140 Sieve (0.105mm) X1200 Sieve (0.074 mm) ;270 -Sieve SOIL MORTAR PERCENT SMALLER THAN 0.05 mm 0.005 mm 0.002 mm TOTAL SAMPLE 100 U.0 ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY .1/A PHYSICAL TEST CONSTANTS LIQUID LD-1IT PJ P PLASTICITY INDEX J P ,SOIL CLASSIFICATION AAS HO A U.S. DEPA.RTME.IT OF AGRICULTURE SOIL SERIES I lI SOIL HORIZON B TEXTURAL CLASS Loamv sand rnt.nR OF MAOIST SOILLinht brown TESTS OF SOIL CEMENT MIXTURES Cement Content Seven Day Test 7 BY Weight Lbs. Per So. Inch* 7 -- i> * Specimens saturatel in water 4 hrs. before rn�r Cement Content Total Soil -Cement By Weight Lbs. Wet -Dry 7 RECOMME:dDATIONS Recommended Cement Content % By Volume, which is _Lbs./Sq. Yd. Per Inch. of compacted thickness: ** �� 1 LL Laboratory Optimum Moisture Content 10 �; 7. i�1 Laboratory Maximum Density 11Lbs./Cu.Ft.**, leMoiatsrc Density Test glade on Total Sample using #3/4" maximum Sim Material t made in el toward end of damnp mix govern field control. QCT 1 L PITTSBURGH TESTING LABORATORY TECHNICIAN: dim Cornell_ ` �CENGINEERING B. Plera-tons aJohHarllee Vice President FORM 0. -MA tEsnv� is PITTSBURGH TE -STING LABORATORY 09 :o CSTABLISHEO 1061 CLASS IID" E, � MIAMI, FLORIDA 33142 ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OUnSELVES. ALL REPORTS ARC SUBMITTED AS THE CONFI OCNTIAL PROPERTY OF CLIENTS, AND AUTN ONIZ�ITION OR REGARDING ORDER NO. DATE: MA 3707 7-19-81 FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM RSANG � ...nRTa 1% RESERVED PENDING CUIZWRL�SCLAB.J-AP►ROYAL. LAB. NO. 228 DATA SHEET A-1 CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 01. SAMPLING LOCATION Representative TYPE OF _TEST CONDUCTED Short cut method for sandy soil DATE CO1,TLETED: 7-76-F1 TESTS OF SOIL SIEVE ANALYIS PLUS 104 MATERIAL PERCENT PASSING 311 -S ieve 3/4" Sieve n4 Sieve (4.76 mm) 410 Sieve (2.00mm) X18 Sieve (1.00mm) x:35 Sieve (0.50 mm) #40 Sieve (0.42 mm) #60 Sieve (0.25 mm) #140 Sieve (0.105mm) X1200 Sieve (0.074 mm) ;270 -Sieve SOIL MORTAR PERCENT SMALLER THAN 0.05 mm 0.005 mm 0.002 mm TOTAL SAMPLE 100 U.0 ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY .1/A PHYSICAL TEST CONSTANTS LIQUID LD-1IT PJ P PLASTICITY INDEX J P ,SOIL CLASSIFICATION AAS HO A U.S. DEPA.RTME.IT OF AGRICULTURE SOIL SERIES I lI SOIL HORIZON B TEXTURAL CLASS Loamv sand rnt.nR OF MAOIST SOILLinht brown TESTS OF SOIL CEMENT MIXTURES Cement Content Seven Day Test 7 BY Weight Lbs. Per So. Inch* 7 -- i> * Specimens saturatel in water 4 hrs. before rn�r Cement Content Total Soil -Cement By Weight Lbs. Wet -Dry 7 RECOMME:dDATIONS Recommended Cement Content % By Volume, which is _Lbs./Sq. Yd. Per Inch. of compacted thickness: ** �� 1 LL Laboratory Optimum Moisture Content 10 �; 7. i�1 Laboratory Maximum Density 11Lbs./Cu.Ft.**, leMoiatsrc Density Test glade on Total Sample using #3/4" maximum Sim Material t made in el toward end of damnp mix govern field control. QCT 1 L PITTSBURGH TESTING LABORATORY TECHNICIAN: dim Cornell_ ` �CENGINEERING B. Plera-tons aJohHarllee Vice President Pi TTSBURGH TESTING LAB(,t--11AT0RY 3901 N.W 29th AVENUE. MIAMI_ FLORIDA 33142 ORDER No. MA 3707 CLIENT'S No. FORM 407 -MA AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Class "A" ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION l� .7 FOR PU GLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS 15 RESERVEO PENDING OUR WRITTEN APPROVAL. LABORATORY No. 229 REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 100`,2 select material DESCRIPTION OF AREA TO BE PROCESSED MIXTURE NUMBER UR 3871 Technician:J. Cornell PITTSBURGH TESTING LABORATORY 0. Plemmons JUH : ds 1 cc:/,// JahW. Harllee, 1 Client, Attn: Engr. Dept. Vice President 2 Client, Attn: Engr. Dent., 8350 S. Federal Hwy., Port St. Lucie, Fla. 33452 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 1 City Engineer, PO Box 127, Sebastian:, Fla. 32958TIK' ,•" 1 PTL Tech. MA SEP E.t �OA�T. ENGINEERING �3 c9o, PITTSBURGH TES -TING LABt�RATORY ESTABLISHEO 1Do1 t O MIAMI, FLORIDA 33142 `N A3 A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELV E9. ALL REPORTS ARC SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AHO AU THORiUT ION FOR IU SLICATIC: OF STATEMENT!. CONCLUSIONS OR EXTRACTS FROM OR REG ARO NG RSANO� r a errnrra I% RESER VEO PEND ING_fZUR_WR LTTCILOPPROVAL. DATA SHEET A-1 --- _ - - - CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3371 a. SAMPLING LOCATION Representative FORM 0.•MA CLASS "D" ORDER NO. MA 3707 DATE: 7-13-81 LAB. NO. 229 TYPE OF _TEST COND_UCTED•Short cut method for san(fy qnil DATE COLTLETED: 7-25_31 TESTS OF SOIL cT7117 ANATYTS PLUS #4 MATERIAL PERCENT PASSING 3" 'S ieve 3/411 Sieve u4 Sieve (4.76 mm) #10 Sieve (2.00mm) #18 Sieve (1.. OOmm) #35 Sieve (0.50 mm) #40 Sieve (0.42 mm) #60 Sieve (0.25 mm) #140 Sieve (0.105itm►) X1200 Sieve (0.074 mm) 7270 • Sieve SOIL TOTAL. MORTAR SA1PLE ERCENT SMALLER THAN 0.05 =TL - 0. 005 un0.005 mm 0 002 mm 100 100 100 100 100 92 85 46 11 U.1 7.7 ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY PHYSICAL. TEST CONSTANTS LIQUID LI?IIT !i p PLASTICITY INDEX SOIL CLASSIFICATION AASHO U.S. DEPARTMENT OF AGRICULTURE SOIL SERIES f1T SOIL HORIZON g TEXTURAL CLASS loamy sand COLOR OF MOIST SOIL I i0ht hrn, TESTS OF SOIL CEIENT MIXTURES COMPRESSIVE i t - DRY TEST Cement Content Seven Day Test 7 By Weight Lbs. Per Sq. Inch* 7 74'' -- !� 74h 4 'i 01 * Specimens saturatel in water 4 hrs. before rncr Cement Content Total Soil -Cement 7 By Weight -Lbs. Wet -Dry 7 ,!/A RECO1-IMENDAT10NS 1.1 3.1 .. "ia \ Recorm:ended Cement Content % By Volume, which is t s S ;y31 `-"T (`I nch. of compacted thickness: r Laboratory Optimum Moisture Content 10 -17.** r .1 tz AQZJ�' Laboratory Maximum Density 117-0 Lbs./Cu.Ft. SE� _1.oisture Density Test Made on Total Sample using #3/4t1 Maximum Size Material. Test crude in 1 toward end of damp mix govern field control. $ter G TECH11ICIA11: Jim Cornell & B. Plemmons ohn W. 11ar11ee Vice President FORM 407 -MA y -�— PITTSBURGH TESTING LABC.,,:ATORY < _o d a < 3901 N.W 29th AVENUE. MIAMI. FLORIDA 33142 ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Cl A" ANo cARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION C1 aSS it A FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING ORDER No. MA 3707 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. No. MA 3707 LABORATORY No331 CLIENT'S No. REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3371 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 100°0 sand MIXTURE NUMBER DESCRIPTION OF AREA TO BE PROCESSED WR 3871 Technician: J. Cornell PITTSBURGH TESTING LABORATORY ds B. Plemmons Jt�JH : 1 cc: n !.J. Harllee, Jan 1 Client, Attn: Enar. Dept. Vice President 2 Client, Attn: Engr. Dept., 8380 S. Fla. �. Federal Hw Hwy., Port St. Lucie, 33452 �'� 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 �...1,t 1 Ci:ty Engineer, PO Box 127, Sebastian:, Fla. 32958 1 PTL Tech. PIA 0 �► �t7nnG PITTSBL,-�GH T`STING LAB(- _ ZATORY . [STADLIlN[O t061 O O MIAMI, FLORIDA 33142 o �y ASA MUTUAL AL PROTECTION TO CELERY]. THE PV ELIC AND OURSELVES. ALL REPORTS •C RC�•t•�\h ARC EUDMITTED AS THE CONFI OCNTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION N� FOR PUSI_t ATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING RSANO �' - - �.�� assn RTa la RESERVED PENDING QUR-WRLUCI'LdPPROVAL. DATA SHEET A-1 CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871' J. SAMPLING LOCATION Representative TYPE OF TEST CONDUCTED: TS FORM 95 -MA CLASS 1'D" ORDER NO. MA 3707 DATE: 7-19-81 LAB. NO. 31 DATE COITLETED: 7-26-81 ¢T -,VF ANAT`!TS PLUS #4 MATERIAL SOIL TOTAL. RECOMMENDATIONS PERCENT PASSING MORTAR SAMPLE 7 By Volume, which is ABSORPTION BY DRY WEIGHT of compacted thickness: BULK SPECIFIC GRAVITY 'Uf1 3" 'S ieve 100 Content 10.5 7** 0117E, L! i CS �1�5 Laboratory 3/4" Sieve 1�05.a Lbs./Cu.Ft. �:. Material. Test made in *k; FORM 4n7 --/A '°' PITTSBURGH TESTING LABC�I�ATORY li o a < 3901 N.W 29th AVENUE. MIAMI. FLORIDA 33142 r h AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES.ALL REPORTS Class II /it1 11 Eqj allor- ARE SUBMITTED AS THE CO N FIOENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION 1. FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. OROER No. MA 3707 LAE30RATORY No. 330 CLIENT'S No. REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME JO°, select material 50`, in-place sand DESCRIPTION OF AREA TO BE PROCESSED MIXTURE NUMBER :d° 3371 Technician: J. Cornell, PITTSBURGH TESTING LABORATORY C. Plerlrlons JWH : ds 1 cc: John l'I. Harllee, 1 Client, Attn: Engr. Dept. Vice President 2 Client, Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 1 City Engineer, PO Box 127, Sebastian:, Fla. 32958 1PTL Tech. 0 NA r SEP Z 1981 EAST E4CNtER1T1G ALI- U 9 PITTSBURGH TE -TING LABORATORY o o cfTAoufMEo Ines MIAMI, FLORIDA 33142 a `N h ASA MUTUAL PROTECTION 70 CttENTS. THE ►V ELIC ANO OURSELVES. ALL REPORTS L ARC SUeMITTCO AS TME CONFI OCNTIAL PROPERTY OF CLIENTS. AMC) AUTMORIZITION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING gSANO� ...a •canoYa In RESERVED PENDING QUgVVRLTTr'"PPROVAL. DATA SHEET A-1 CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3£371 a. SAMPLING LOCATION Representative FORM DS -MA CLASS "D" ORDER NO. MA 3707 DATE: 7-19-31 LAB. NO. 330 TYPE OF TEST COND_UCTED•Short Cut method for sandv soil DATE COI,TLETED: 7 -2F, -B1 TESTS OF SOIL STEVE ANALYIS PLUS #4 MATERIAL SOIL TOTAL Lbs 1 �illI,, PERCENT PASSING MORTAR SA11PLE ABSORPTION BY DRY WEIGHT Moisture Content 10.3 7.** BULK SPECIFIC GRAVITY 3" 'Sieve 100 Maximum Density 3/4" Sieve or)— r4Sieve (4.76 mm) 1QQ PHYSICAL TEST CONSTANTS #10 Sieve (2.00mm) QU on Total Sart le using 1 3/4" Maximum #18 Sieve (1.00mm) 100— LIQUID L-21IT i1, P 1#35 Sieve (0.50 mm) damp mix PLASTICITY INDEX N! P V40 Sieve (0.42 mm) 32 ,SOIL CLASSIFICATION #60 Sieve (0.25 mm) 41-- #140 Sieve (0.105nn) 9 #200 Sieve (0.074 mm) 6.6— AASHO A X270 - Sieve PERCENT SMALLER THAN U.S. DEPARTMENT OF AGRICULTURE SOIL SERIES NI 0.05mm SOIL HORIZON B 0.005 mm TEXTURAL CLASS Loamv sand 0.002 mm COLOR OF MOIST SOIL Light nra TESTS OF SOIL CEIENT MIXTURES Cement Content Seven Day Test % By Weight Lbs. Per Sa_. In_ch_* 226 J 6 Cement Content Total Soil -Cement 7 By Weight Lbs. Wet -Dry * Specimens saturatel in. water 4 hrs. before I test RECO`iMENDATIONS N!/A Recor=ended Cement Content of compacted thickness: % By Volume, which is Lbs 1 �illI,, 1 Laboratory Optimum Moisture Content 10.3 7.** Laboratory Maximum Density 1 14.3Lbs./Cu.Ft.** li Size Matc�{ig inl �c�S�L^iicnade in oisturc Density Test Made on Total Sart le using 1 3/4" Maximum toward end of damp mix govern field control. PITTSBURGH TESTING LABORATORY TECICIICIAN: Ltil :COST ENGINEERING Jim Cornell Bill Plemmons ohn W. Harllee Vice President FORM a07 -!A PITTSBURGH TESTING LABORATORY 6 < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33112 ;rah AS A MUTUAL PROTECTION TO CLIENTS. THE PV ELIC ANO OURSELVES. ALL REPORTS Class "/I" ERjANoGr ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. ANO AUTHORIZATION 1'S FOR PU 6LI CATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 3707 LABORATORY CLIENT'S No. REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands SJR 3871 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME _ 5" select material 2" in-place..sand DESCRIPTION OF AREA TO BE PROCESSED MIXTURE NUMBER I. -JR 3871 Technician: J. Cornell PITTSBURGH TESTING LABORATORY B. P 1 emrlo n s Jl•JH : ds 1 �I cc: / Jahn W. Harllee, 1 Client, Attn: Engr. Dept. Vice President - 2 Client, Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452 ,l' 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 t L�2 0 1 City Engineer, PO Box 127, Sebastian:, Fla. 32958 S1 PTL Tech. -121981 MA EAST COAST ENG1NEER1NG —.� PITTSBURGH TES i It'�G LABORATORY f O ESTABLISNEO ICeI za MIAMI, FLORIDA 33142 .• f �y AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REIORT9 C nE�'L'ST`\h ARC SUBMITTED AS THE CONFI OENTIAL PROPERTY OF CLIENTS. AND AUTMORIZATIOH gSAN�ERVEO FOR PUeLI^AT10 (:^-S TA IM a"HPENOING_CLUL.?YFLLU�L CAP►ROVALREGAROING DATA SHEET A-1 CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands 11lR 3871 FORM O5 -MA CLASS "D" ORDER NO. MA 3707 DATE: 7-19-81 LAB. N0. 228 J. SAMPLING LOCATION Representative TYPE OF TEST CONDUCTED Short Cut method for sandy soil DATE COITLETED: 7-?6-pl TESTS OF SOIL CTFITF AmaTVTg _ PLUS X14 MATERIAL SOIL PERCENT PASSING MORTAR 3" 'S ieve 3/4" Sieve .34 Sleve (4.76 mm) TOTAL SAMPLE 100 Oa UU— ��- ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY [1/A PKfSICAL TEST CONSTANTS 1110 Sieve (2.00mm) #18 Sieve (1.00mm) IO- LIQUID LIMIT N.P. #35 Sieve (0.50 mm) 9— PLASTICITY INDEX id P X140 Sieve (0.42 mm) 64 (160 Sieve (0.25 mm)— ,SOIL CLASSIFICATION L1140 Sieve (0.105mm) �— #200 Sieve (0.074 mm) /.4 AAS HO A 270 - Sieve— . PERCENT SMALLER THAN U.S. DEPARTMENT OF AGRICULTURE SOIL SERIES 11I 0.05 mm SOIL HORIZON B 0.005 mm TEXTURAL CLASS Loamy sand 0 002 mm COLOR OF MOIST SOILLinht bro:•rn TESTS OF SOIL CE11ENT MIXTURES Cement Content Seven Day Test % By Weight Lbs. Per Sq. Inch* 7 f 5 9' 3 l n * Specimens saturatel in. water 4 hrs. before test. Cement Content Total Soil -Cement % By Weight Lbs. Wet -Dry % RFCnMMENDATIONS Recorr,ended Cement Content %fly Volume, which is Lbs./5q. Ya, eer tncn. of compacted thickness:1 T . 7** Laboratory optimum Moisture Content 1!1 ; �,� '\%;:�l L Laboratory Maximum Density 116 5 _Lbs./Cu.Ft.** vL;,v Woistsre Density Test I -lade on Total Sample using113/4" Maximum S e Material T st trade in el toward end of darrp mix govern field control. SEP 1`Z Wb PITTSBURGH TESTING LABORATORY TECI[NICIAN: dim Cornell B. Plemmons cmGINEERINC� aohn W. Harllee Vice President PITTSBURGH TESTING LAB(-.rRATORY �a 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 IV FORM 407 -IAA �•Yf,�% oE`�� AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Class "A" AS ANO G� ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION l• FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. RDER No. PIA 3707 LABORATORY No. 229 CLIENT'S No. REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 100° select material DESCRIPTION OF AREA TO BE PROCESSED MIXTURE NUMBER UR 3871 Technician:J. Cornell PITTSBURGH TESTING LABORATORY JWH : ds 1n G. Plemmons �% ` cc: John 1'1. Harllee, 1 Client, Attn: Engr. Dept. Vice President - 2 Client, Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, 1 City of Sebastian, PO Box Fla. 33452?��t/�"' 127 Sebastian, Fla. 32958 '� Uzi r;�' �..�' " "'� 1 City Engineer, PO Box 127, Sebastian:, Fla. 32958 1 PTL Tech. ScP 1981 MA • EAST COAST ENGINEERING CLIENT: PROJECT: a. SAMPLING LOCATION General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 Sebastian Highlands WR 3871 Representative TYPE OF TEST COND_UCTED•Short cut method for sandv sail DATE COMPLETED: 7-25-21 TESTS OF SOIL STFVF ANALYIS PLUS #4 MATERIAL SOIL PERCENT PASSING MORT?.R 3" -S ieve 3/4" Sieve TOTAL SAMPLE 100 100 FORM 05 -MA �AQSTL4C � r°y~ PITTSBURGH TESTIC�G LAB�,RATORY 100 Pjr)�S ICAL TEST CONSTANTS #10 Sieve (2.00mm) ESTABLISHED 1061 CLASS IID" #18 Sieve (1.00mm) 100 LIQUID LIMIT �1 o #35 Sieve (0.50 mm) 92 M MIAMI, FLORIDA 33142 £15 t� �y AS A MUTUAL PROTECTION TO CLIENT!. THE PUBLIC AND OURSELVES. ALL REPORTS ORDER NO. MA 3707 yC wl'r��h vE' ARE SUBMITTED A! THE CONFIOENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR IV BLICATION OF STATEN ENT!. CONGLU SIO HS OR EXTRACTS FROM OR REGARDING DATE: 7-18-81 RSAND _ �..v srvnvv IS aCSERVEO PENDINGAuR-Wuuc'LePPROVAL. LAB. NO. 229 DATA SHEET A-1 Vice President CLIENT: PROJECT: a. SAMPLING LOCATION General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 Sebastian Highlands WR 3871 Representative TYPE OF TEST COND_UCTED•Short cut method for sandv sail DATE COMPLETED: 7-25-21 TESTS OF SOIL STFVF ANALYIS PLUS #4 MATERIAL SOIL PERCENT PASSING MORT?.R 3" -S ieve 3/4" Sieve TOTAL SAMPLE 100 100 ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY % By Volume, Which is Lbs./Sq. Yd. Per Lncn. • 94 Sieve (4. 75 mm) 100 Pjr)�S ICAL TEST CONSTANTS #10 Sieve (2.00mm) 100 Density #18 Sieve (1.00mm) 100 LIQUID LIMIT �1 o #35 Sieve (0.50 mm) 92 PLASTICITY INDEX rl_p #40 Sieve (0.42 mm) £15 SOIL CLASSIFICATION #60 Sieve (0.25 mm) 46 #140 Sieve (0.105mm) 11 Jim Cornell #200 Sieve (0.074 mm) ;.l AAS HO A 7270 ' Sieve 7.7 John W. PERCENT SMALLER THAN U.S. DEPARTMENT.OF AGRICULTURE Vice President SOIL SERIES r1T - TrSri O.OS - SOIL HORIZON R 0.005 mm TEXTURAL CLASS 0;j 1, sand 0.002 mm COLOR OF MOIST SOIL I inht TESTS OF SOIL CEMENT MIXTURES COMPRESSIVEi b --DRY TEST Cement Content Seven Day Test % By Weight Lbs. Per Sa. Inch* 7 _ . __ ?n2 ---- 301 --- 301 * Specimens saturatel in. water 4 hrs. before test. Cement Content % By Weight RECO`IMENDATIONS N/A Total Soil -Cement Lbs. Wet -Dry 7r Recommended Cement Content % By Volume, Which is Lbs./Sq. Yd. Per Lncn. of compacted Laboratory thickness:1' Optimum Moisture ' Content In 3 Laboratory Maximum Density s Ft Lb u L 117-0 ./C..� in Density Test Made on Total Saa?le using #3/411 Maximum Size Material. Test made I 16'"oistsre 1 toward end of dar.p mix govern field control. SE? 121r,81 PITTSBURGH TESTING LABORATORY TECIU;ICIA:3: Jim Cornell & B. Plemmonsearliee John W. Vice President a a r FEgs �rE ANG ORDER No. wIENT'S No. I I : �.i l� L' l \ `� a • I Lv 1 Al 1 1 \•—. a — a \ I 01 N.W. 29th AVENUE. MIAMI. FLORIDA 3: RTS ARE SUBMIITTEOR AS ETHE CONFIDENTIIAL' PROPERTTHE Y PUBLICANO ACLIIENTS. AND SAUTHORIZAOTIION Class "A" FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. LABORATORY No. 1.71 MA 3707 4/17/81 REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive - Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 100 Select T4aterial Tract J MIXTURE NUMBER DESCRIPTION OF AREA TO BE PROCESSED SYR 3R71 LABORATORY Technician: J.Cornell PITTSBURGH TESTING JWH : ds 1 ,�� (� cc: / Jb n 1.1. Harllee, 1 Client, Attn: Engr. Dept. Vice President 2 Client, Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452 1City of Sebastian, PO Box 127, Sebastian, Fla. 32958 1 Ciety Engineer, PO Box 127, Sebastian:, Fla. 32958 PF 1 PTL Tech. 2 MA JUN - 8191 0 EAST COAST ENGINEERING - 14 PITTSBURGH TASTING LABC rRATORY ,9 iVp i ESTABLISHED IOBI • 1 z O r MIAMI, FLORIDA 33142 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS �yC .ESE•�`I'f ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING RS ARO �'� 1 - ....- �e.no.a 1x v�S ERVED PENDING Q4RwP�LULPLAPPROVAL. DATA SHEET A-1 —_-.. .-• _ _ .... _..._. CLIENT: PROJECT: CL. SAMPLING LOCATION General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 Sebastian Highlands WR 387 Representative FORM OS -MA CLASS 1fA11 ORDER NO. MA 3707 DATE: 4/1.7/81 LAB. NO. 1.71 TYPE OF _TEST COND_UCTED•Short Cut Method for Sandy 'Soil- DATE COI-TLETED: 4124181 TESTS OF SOIL STFVF ANALYIS _ PLUS #4 MATERIAL SOIL TOTAL PERCENT PASSI14G MORTAR SAMPLE 311 •S ieve 100 3/4" Sieve 100 tt4 Sieve (4.76 mm) 100 #10 Sieve (2.00mm) 100 #18 Sieve (1.00mm) 100 #35 Sieve (0.50 mm) q3 #40 Sieve (0.42 mm) 87 #60 Sieve (0.25 mm) 53 #140 Sieve (0.105mm) 14 #200 Sieve (0.074 mm) 11 `270 • Sieve ff 10.6 PERCENT SMALLER THAN 0.05 nun 0.005 mm 0.002 mm ABSORPTION BY DRY WEIGHT NSA BULK SPECIFIC GRAVITY NIA PHYSICAL TEST CONSTANTS LIQUID LIMIT Ny P PLASTICITY INDE SOIL CLASSIFICATION AAs HO Q_ U.S. DEPARTMENT OF AGRICULTURE a SOIL SERIES MT SOIL HORIZON B TEXTURAL CLASS L(�,a(y Sand COLOR OF MOIST SOIL light brown TESTS OF SOIL CEMENT MIXTURES Cement Content Seven Day Test 7 By Weight Lbs. Per Sq. Inch* 6 7 8 2 74 * Specimens saturatel in. water 4 hrs. before trct Cement Content Total Soil -Cement % By Weight Lbs. Wet -Dry i n;1/ A RECOMMENDATIONS Reco=nended Cement Content % By Volume, which is _Lbs./Sq. Yd. Per Inch. of compacted thickness: �q� Laboratory Optimum Moisture Content 10, C) 7** �(��+ VED Laboratory Maximum Density 114..Q Lbs./Cu.Ft.** 49oisturc Density Teat Made on Total San?le using #3/4" Maximum Size . tenial. Tests made in 11 toward end of damp mix govern field control. ,V N " 6 19 PITTSBURGH TESTING LABORATORY TECIUIICIAN: dim Cornell 0� W 66N41N�ERlN4 ohn W. Har 1 b__�– Vice President _ FORM A07 -MA PITTSBURGH TESTING LABORATORY ac a r < 3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 c�Y RESP�`y AS A MVTVAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Class IIA 11 FERggNpGN� ARE SUHMITTEO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION J FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FRO. OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 3707 LABORATORY No. 170 CLIENT'S No. 4/17/81 REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 38 71 _ MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 5" Select Mlaterial Tract IT 2" Sand in place DESCRIPTION OF AREA TO BE PROCESSED MIXTURE NUMBER WR "1871 Technician: J- Cornell PITTSBURGH TESTING LABORATORY !D� JWH:ds1 cc: J n W. Harllee, _ 1 Client, Attn: Engr. Dept. Vice President 2 Client, Attn: Engr. Dept., 8380 S. sIVED Federal Hwy., Port St. Lucie, Fla. 33452 � 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 1 City Engineer, PO Box 127, Sebastian, Fla. 32958 1 PTL Tech. MA QST COAST ENGINEERING `,�o PITTSBURGH TESTING LABORATORY ESTABLISHEO 1081 • i O MIAMI, FLORIDA 33142 i AS A MUTUAL PROTECTION TOCLIENTS. THE PUBLIC AMD OURSELVES. ALL REPORTS 1_ Rl�t ARE SUBMITTED AS THE CONF I OCNTIAL PROPERTY OF CLIENTS. ANO AUTHONIZATION SANG �', FOR ►U ell ^A T�10. : F STATEAESERVEO CONCLUSIONS PENDING O -UR WRLT-TCI"PP OVAL.R EG AROING DATA SHEET A-1 k CLIENT: PROJECT: a. SAMPLING LOCATION General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 Sebastian Highlands- WR 3871. Representative FORM 05 -MA CLASS I'D" ORDER NO. MA 3707 DATE: 4/17/81 LAB. NO. 1.70 TYPE OF _TEST CONDUCTED Short cut method for sandy soil DATE COMPLETED: LL -24-81 TESTS OF SOIL gTFVF ANALYIS PLUS #4 MATERIAL SOIL TOTAL PERCENT PASSING MORTAR SAMPLE 3" 'S ieve 3/4" Sieve •n4 Sieve (4.76 mm) 010 Sieve (2.00mm) 018 Sieve (1.00=) 035 Sieve (0.50 mm) 040 Sieve (0.42 mm) 060 Sieve (0.25 mm) 0140 Sieve (0.105mm) 0200 Sieve (0.074 mm) 7270 • Sieve PERCENT SMALLER THAN 0.05 mm 0.005 mm 0 002 mm 100 100 0 100- 100 go 5— ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY iV A PHYSICAL TEST CONSTANTS LIQUID LIMIT PLASTICITY INDEX SOIL CLASSIFICATION AASHO n U.S. DEPARTMENT OF AGRICULTURE SOIL SERIES NI SOIL HORIZON B TEXTURAL CLASS Loa1Dy Sand rnT nR M? TAnTST SnTT. T.i uht hrnwn TESTS OF SOIL CEMENT MIXTURES __W -6 T__- DRY TEST Cement Content Seven Day Test % By Weight Lbs. Per Sq. Inch* E - 221 7 257 8 '101 * Specimens saturatel in. water 4 hrs. before test Cement Content Total Soil -Cement 7 By Weight Lbs. Wet -Dry i N/A RECOMMENDATIONS Recommended Cement Content % By Volume, which is Lbs./Sq. Yd. Per Inch. of compacted thickness: Laboratory Optimum Moisture Content 11.1 7.**� a orat r Maximum Density Lbs./Cu.Ft.** F-Pa. L � • y Y 11 .• _oisturc Density Test Made on Total Sample using 03/4" Maximum Size Ma Test made 61 toward end of damp mix govern field control.LAB— 8 Wdi PITTSBURGH TESTING ORATORY TECIMICIAN: Jim Cornell W �L _GST ENGINEERING ' 6ohn W. Harllee_ Vice President a ORDER No. CLIENT'S No. FORM 407 -MA PITTSBURGH TESTING LABORATORY 3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Class 11/1 " ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION 1, FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. LABORATORY No. 176 MA 3707 REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 10010 sand inplace Lot 3, Bl k. 611 DESCRIPTION OF AREA TO BE PROCESSED MIXTURE NUMBER WR 3871 Technician: J. Cornell PITTSBURGH TESTING LABORATORY JWH : ds 1 (� cc: J64 W. Harllee, 1 Client, Attn: Engr. Dept. Vice President 2 Client, Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 1 City Engineer, PO Box 127, Sebastian:, Fla. 32958 1PTL Tech. 0 MA JUN - 819tl1 EkST COAST ENGINFro'^1G _y��RSRR' S3 PITTSBURGH TESTING LABURATORY O ESTABLISHED 1081 f t � MIAMI, FLORIDA 33142 T, • �y AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS yC REFI ��h ARE DUBNITTEO AS THE CONFI OENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION r� FOR PU RLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING gSAND� n... sa�nsta IR RESERVED PENOINGAUR WRLLTC'L�PPROVAL. DATA SHEET A-1 CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 FORM 05 -MA CLASS "D" ORDER NO. MA 3707 DATE: 4-24-81 LAB. NO. 176 SAMPLING LOCATION Representative TYPE OF TEST COND_UCTED•Short cut method for sandy Soil DATE COMPLETED: 5-1-8 TESTS OF SOIL gTFVE ANALYIS PLUS #4 MATERIAL SOIL PERCENT PASSING MORTAR 3" 'S ieve 3/4" Sieve TOTAL. SAMPLE 100 100 ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY N/A u4 Sieve (4.76 mm) 100 PHYSICAL TEST CONSTANTS 4110 Sieve (2.00mm) 100 #18 Sieve (1.00mm) 100 LIQUID LIMIT NP _ #35 Sieve (0.50 mm) 90 PLASTICITY INDEX NP V40 Sieve (0.42 mm) 83 ' SOIL CLASSIFICATION #60 Sieve (0.25 mm) 42 4140 Sieve (0.105mm) 3.4 — 41200 Sieve (0.074 mm) —T.6 AASHO A #270 • Sieve —T.2— PERCENT SMALLER THAN U.S. DEPARTMENT OF AGRICULTURE SOIL SERIES MI 0.05 mm SOIL HORIZON B 0.005 mm TEXTURAL CLASS Loamy sand 0 002 mm COLOR OF MOIST SOIL light gray TESTS OF SOIL CE14ENT MIXTURES Cement Content Seven Day Test % By Weight Lbs. Per Sq. Inch* 9189 0 234 ---- 11 269 * Specimens saturatel in. water 4 hrs. before test Cement Content Total Soil -Cement % By Weight Lbs. Wet -Dry i RECOr24ENDATIONS Recommended Cement Content % By Volume, which is Lbs./Sq. Yd. Per Inch. of compacted thickness: Laboratory Optimum Moisture Content j0.9 7** -e R;G �R11►t Laboratory Maximum Density L09.4 Lbs./Cu.Ft.**Y e\\�Y�/�iE0 Loisture Density Test Made on Total SaLc using 43/4" Maximum Sim in 1 toward end of damp mix govern field control. PITTSBURGH TESTINgU"BA'Y TECILNICIAN: Jim CornellW, /) ohn W. liarl Vn`C"" COAST ENGINEERING Vice Presidc a t • yFF'93 A N ORDER No. CLIENT'S No. FORM 407 -MA PITTSBURGH TESTING LABORATORY 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Class II A!'1 II ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. MA 3707 LABORATORY No. 177 REPORT OF TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION CLIENT: General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED 100% select material Tract J DESCRIPTION OF AREA TO BE PROCESSED WR 3871 PERCENT CEMENT BY VOLUME MIXTURE NUMBER Technician: J. Cornell PITTSBURGH TESTING LABORATORY JWH : ds 1 (JU - cc: Ja n 14. Harllee, 1 Client, Attn: Engr. Dept. Vice President 2 Client, Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 1 City Engineer, PO Box 127, Sebastian, Fla. 32958 PTL Tech. it MA EAST COAST ENGINEERING PITTSBURGH TESTING LABORATORY it — ESTABLISHED tool M MIAMI, FLORIDA 33142 "f, o AS A MUTUAL PROTECTION TO CLtCNTS. THE PV RLIC AND OURSELVES. ALL REPORT{ ��r nLtit ��h ARE tURNITTEO AS THE CONFIDENTIAL PROPCRTT OF CLIENTS. AND AUTHORIZATION TS.QS AMOLN� OR EXTRACTS FROM OR FOR PUFL8CtA IC `OFoSTAiR EN Ru[RVEONCLUPENOINGSIONSQUR Vi{LLTEN_IJPPROVAL0.EGARDINO DATA SHEET A-1 --- - - - - - - CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 a. SAMPLING LOCATION Representative FORM DS -MA CLASS "D" ORDER NO. MA 3707 DATE: 4-24-81 LAB. NO. 177 TYPE OF TEST CONDUCTED -Short cut method —fpr Faji DATE COIQLETED: 5-1-81 TESTS OF SOIL tTavF ANALYTS PLUS #4 MATERIAL SOIL TOTAL PERCENT PASSING MORTAR SA,fPLE ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY N/A 3" 'Sieve 100 ' 3/4" Sieve 100 R4 Sieve (4.76 mm) 100 PHYSICAL TEST CONSTANTS #10 Sieve (2.00mm) 100 NP #18 Sieve (1.00mm) 100 LIQUID LIMIT X35 Sieve (0.50 mm) 93 PLASTICITY INDEX NP #40 Sieve (0.42 mm) 87 SOIL CLASSIFICATION #60 Sieve (0.25 mm) 53 #140 Sieve (0.105mm) 14 #200 Sieve (0.074 mm) 11 AASHO A Sieve 10.6 ,#270- PERCENT SMALLER THAN U.S. DEPARTMENT O�IAGRICULTURE SOIL SERIES 0.05 mm , SOIL HORIZON 0.005 mm TEXTURAL CLASS Loamy san 0.002 mm COLOR OF MOIST SOIL light brown TESTS OF SOIL CEZENT MIXTURES Cement Content Seven Day Test % By Weight Lbs. Per Sq. Inch* 7 228 8 27a * Specimens saturatel in. water 4 hrs. before rncr wr�l - Cement Content 7 By Weight Total Soil -Cement Lbs. Wet -Dry 7 RECOMP ENDATIONS Recommended Cement Content % By Volume, which is Lbs./Sq. Yd. Per Inch. of compacted thickness: Laboratory Optimum Moisture Content 10.9 Laboratory Maximum Density 114.9 Lbs./Cu.Ft.** 18"o isturc Density Test bade on Total Sarrple using 13/4 Maximum Size MTest ma 'el toward end of damp mix govern field control. fF PITTSBURGH TESTING TECID11CIAN: Jim Cornell a/ohn 'a_cA) , W. Har11eCASST COAST ENGINEERIN r Vice President