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Home My WebLink AboutSoil Cement DesignIt' ~A'T'EC Associates, I ne m 17nyCanova Street, S.E. Palm Bay, Florida oum9 � `,V (uo7' 724-1273 � � �� -�' ` MIXTURE NUMBER DESCRIPTION OF SOIL CEMENRE TO GE USED Tan sand with marl and shell mixed in place 0 ESCRIPTION OF AREA TO BE PROCESSED Paddock Street 0 REPORT �N TEST INFORMATION FOR SOlL Class A Dallas, TX Atlanta, GA Dayton, OH Page i of 2 | Birmingham, AL Ft. Wayne, IN CEMENT CCINST1 CT ON Gaitherburg, MD Project: Highlands L.lnit 4*'17 Date : 4/11/88 Client: Genera� Devclopment Corp. Project�� 7z-72-046 Test Me�hod� Short Cut Client #� 66 �ork �f ease ` MIXTURE NUMBER DESCRIPTION OF SOIL CEMENRE TO GE USED Tan sand with marl and shell mixed in place 0 ESCRIPTION OF AREA TO BE PROCESSED Paddock Street 0 Longmont, CO Offices: Cincinnati, OH Anchorage. Ax Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO | Birmingham, AL Ft. Wayne, IN Chicago, IL Gaitherburg, MD S t a 3+03 Corporate Office: Indianapolis. w Griffith,IN Longmont, CO Huntsville, AL Lous*nle.xv Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL Lexington, KY Nashville, TN PERCENT CEMENT 8Y VOLUME NC Salisbury, Savannah, GA Toledo, OH Washington, DC West Palm Beach, FL Affiliates: mexandria. VA Chantilly VA Newport News v^ wortn* v^ ATEC Associates, Inc. 1779 Canova Street, S. E. r Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON :COIL CEMENT TESTS Pru )cc t : Sebastian Higilla>dtir Client: General Development Ccrp. Date Completed: 4/09/88 Work Release No. 3871-04 mypri of T F_ s -. GOII(..uuT t d : �Si,-,ri. ..:1C. ;i. i iLr.. _-d,..C,. i,ci: .1 :. ,- _t-'� L 2 -!EVE ANALYSIS— PERCENT PASSING 0-0-MPRESISIVE STRENGTH Class A Date - 4/11/88 Project 71-72-046 Client #: 06 �ab c, t,T .•tr a! r � f . L. LI 1, A.1 tt �! • � f! J L..I P',. KB l'`Ji �: '.1 ✓i� ✓LLi E - BULK 2'F'ECIFIC IGRAVI"Y--N/A-- �',1Y;, iCAL r:l✓ ST C 0NS"L,AN c Tr T T71f1 ±�. Lrl� l.f1LI ui. 1.11 -- -- -----'-- PT f''r 7 T T :t N��"'E—"-_ N J r1- — LAS .. -1 . a .:.:Y 4i,�,..A - i� < ,. .,01L C..,ASSJ.F'1�ATIvN AASHO -------------------------- U'S, DEr'T OF '011 SfiERI"S-------------------- 5,0-17 HORIZON ------------------- mr,+T T tT• i r 'S15--- t' `I "' r n,u n �t C.OL()k Ute' MC>.i,�' ;U'1 1_,-. .:,anC. -W/marl and shell-- TTT S7 rj ?-- STT E,? -`E`, MIXTURES WET/DRY TEST 'L ;r NT CONTENT SEVEI: vAY CEMEI�TT COI:TE1\T TOTAL, SOIL CEMENT BY WEIGHT C)':L'kF.S.,IVE STRENGTH BY WEIGHT LOSS WET/DRY ----6----- --419--------------- ------------- ---------------- ----7----- --497-------------------N/A------ ------N/A------- ----- --504--------------- ------------- ---------------- *Specimens saturated in water 4 rlrs. before test. DJ^r Yi.viE T TTr �Tr• /.n -r T✓ T'tt '? Ptu'l.T E .� ..•0.x.1 IvDA � 1J,.v,r„ � vA ..A1�vF.L. : ROV1iLVR�. Recommended cement content --8.0-% by volume, which is -5.64-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 10.4 --- %**. Laboratory maximum (density--124.5---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates W' r ohL W. Ha:r:,.lE:e, P.E. Vice President J/f tv(_. 114 Jif: �'(✓ n 1 V .7).1. eve Corporate Office: Indianapolis, IN C. V 135 S1" eve - #40 Sievr_ #G0 Sieve #140 Sieve V 200 Sieve -270 Sleve 0-0-MPRESISIVE STRENGTH Class A Date - 4/11/88 Project 71-72-046 Client #: 06 �ab c, t,T .•tr a! r � f . L. LI 1, A.1 tt �! • � f! J L..I P',. KB l'`Ji �: '.1 ✓i� ✓LLi E - BULK 2'F'ECIFIC IGRAVI"Y--N/A-- �',1Y;, iCAL r:l✓ ST C 0NS"L,AN c Tr T T71f1 ±�. Lrl� l.f1LI ui. 1.11 -- -- -----'-- PT f''r 7 T T :t N��"'E—"-_ N J r1- — LAS .. -1 . a .:.:Y 4i,�,..A - i� < ,. .,01L C..,ASSJ.F'1�ATIvN AASHO -------------------------- U'S, DEr'T OF '011 SfiERI"S-------------------- 5,0-17 HORIZON ------------------- mr,+T T tT• i r 'S15--- t' `I "' r n,u n �t C.OL()k Ute' MC>.i,�' ;U'1 1_,-. .:,anC. -W/marl and shell-- TTT S7 rj ?-- STT E,? -`E`, MIXTURES WET/DRY TEST 'L ;r NT CONTENT SEVEI: vAY CEMEI�TT COI:TE1\T TOTAL, SOIL CEMENT BY WEIGHT C)':L'kF.S.,IVE STRENGTH BY WEIGHT LOSS WET/DRY ----6----- --419--------------- ------------- ---------------- ----7----- --497-------------------N/A------ ------N/A------- ----- --504--------------- ------------- ---------------- *Specimens saturated in water 4 rlrs. before test. DJ^r Yi.viE T TTr �Tr• /.n -r T✓ T'tt '? Ptu'l.T E .� ..•0.x.1 IvDA � 1J,.v,r„ � vA ..A1�vF.L. : ROV1iLVR�. Recommended cement content --8.0-% by volume, which is -5.64-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 10.4 --- %**. Laboratory maximum (density--124.5---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates W' r ohL W. Ha:r:,.lE:e, P.E. Vice President Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, INC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra. VA Baltimore. MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Cnesultsne (iPolechniCal i A4atPnals FnoinPers inn Fnvvnnmen!al Sc -en! sis A4k"i"EC Associates, Inc. VV1779 Canova Street, S. E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR S01L Class; A Offices: Cincinnati, OH Page . CJi 2 Anchorage, AK Dallas, TX Griffith. IN *1�� CEMENT CONSTRUCTION Affiliates: Project: Sebastiar; .,;.ghlands ilnit. Iti.? Datr- 4/'1/88 C, t. ger, G ? ��Nr:ers _ _ s��;r�r�:tt C,*---„ _ 1. Pr. �"e ' V : �. ..c„ '71-r72-`yG M C, +i. Montgomery, AL Washington, DC IG yY h Re.I U3ie N' C) Lexington, KY Nashville, TN v tii t3UC. 43"1 I r�{•i �LTE M.- .i i1 . l/ it n.-, TPmT T r T T. t rmr r, TO �' E I�L)MBr_ :��C,CR�r � y OF ._,OILi CEMENT N.I�.I BE i)ar... Darn brown sarid with snarl. and .A't,c "Ll M, xed ] nt�l.cscr-; SIDESCRIPTION 0:' A:�-A O B uiu�)1rP 14 .,t',7,4'.i0 Nor 1h o f Dou.cIas PERCENT CL1L•rLT L D -,;, 3.G Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Atlanta. GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Aiexandr!a, VA Baltimore, MD Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Cnnoulhnn GpniprhnV ai ' Malpna's Fr!CPnpprq anr+ F,,wrnmmPntai Sr!?n!,— A,TEc Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724.1273 01 REPORT C.� SCICEMENTENT m LTSS 4 �. c r. v 1. , s #+ i 7 Project: �,eL,as„ian L�:Lgl.�ancl iJr�i :. Client: General Development Corp. Date Completed 4/05/88 Work Release No, 3871-04 r m :1i y ,c, c . c. ---t Cor,G:.ctec : )rt cu .Ci a.mpr' t:;. OYi iiA LJ .'ter C' wC.,Oi.f i --... .. f I S li rr• � r- EVE Air-1Zj�o PERCENT 'A:IG J .r> e V e J � • ' i �. e v z f/f iT Fj 1..:1 C.VC 41 01 S i eve 181 Sieve, 435 S1. eve #40 Sieve #60 Sieve ?'i 140 Sieve X200 tiie,vr� ; `'70 eve 000MPR'1,'-'zSTVE STRENGT:. E—"::T Ct' .r'�0 i L MORTAR SAM1-'L-: ------------------- f', i Class A . agc - of Date 4/11/88 Project.": 71-72-046 Client #: 66 IS H8 '10 11 �J 1 i LL' #4 r1ATEniPIL BULK SPECIFIC GRAVITY--iv/Fi-- LJ- - - - PT 1ISTCITY -99---------98--- SOIL CLASSIFICATi0N a -96---------89--- AASHO-------------------------- -79----------'78--- US) DEPT OF' AGRI"uLTURE-------- v S �T TZ - -37---------„7--- ,OIL a�.R��,a-----�--------------- -12. 8---- ---12.7- SOIL H�ORI(ZION---------------------- —1. i. Cl ----.—__—.ii TEXTURAL CLA'SS---.-----_--.--.-----. `•CSU; OF MO �U�'11L- aY�, brown wand W/marl and she11-- m r.V {-.T /^ r•^T` �,. r..tf77''++T�m 1, 1, T—T 13' .. L,u l Gr r-+111. aJ VLiL.LI�i 1 J. 2. W— T. DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SCID CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --312--------------- -------------- ---------------- --7 ----- -----------------=-7----- --458------------------.-N/A------ ------N/A------- --------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. E—00M! r+� IL')r TILE+ r .00A1 MANN r . r..rrOCEIL)URE '4LV LL\1i.ri111 1�ti1/ L V i \SAL � LYVV.�L•'V1�L Recommended cement content --8.0-% by volume, which is -5.64-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content---lU.8--- %**. Laboratory maximum density--1-23.7---lbs/cu, ft.** **Moisture density test made on total sample using 93/4" max size material Tests made in field toward end of damp mix govern field control. Technician: .M--Kenna/D.Lewis Respectfully Submitted, ATECC Associates C�r_ LU John W. :i&r -,7e-c,P . E , Vice President Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Baltimore, MD Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA C'nnsulhno renlechniral ' Maieria's Fnrnnners and F-wrnnmFnlai , r -r1!,1ts ATEC Associates, Inc. 1779 Canova Street, S.E. .' Palm Bay, Florida 32909 (407) 724-1273 • Corporate Office: Indianapolis IN Cincinnati, OH Raleigh, NC REPORT ON 7ESl INFORMATION FOR SOIL Class A Salisbury, MD Affiliates: Dayton, OH Huntsville, AL :'a�E Gi Aiexanora. VA Denver, CO Indianapolis, IN n IT."'NT FX/ ?CST' 7 CT 1 Toledo, OH Chantilly VA Ft. Wayne. IN Jacksonville, FL Montgomery, AL Washington. DC Newport News VA Gaitherburg, MD Ur1)acct: SebastiF-irn Hi-hlanr s Unit K;7 Bate r„ .• V 71 7' r. V:. V � .• i l) r, � v "11 XT:;;Ul. N'1✓ �^ „ter-""_ "�'"� `"�• l C. Ti MIEI Y Tj U D. -L. *?tit -'•1 tJ�1LLi-L L::.��rt�. . �:�;.� OF w.01.� CE��.��T ,IX, i�i?E TC, T_.n n W41h marl and shell m1xed. In Place T'•rf^'/'1 t y)I.1T T r1Or FEA B^ PROCESSED ED t i�O:d�;ic1S Street i:.a �-Vu •Offices: Anchorage. AK Atlanta,GA Baltimore, MD Birmingham, AL Chicago. IL ;."`L•?`7'I n E MSS' i r t. ... `I lig JM Consuttmo GaolPchrncai I Materials Fnom—, ;1n,rnnmental Sc�eM�q� Corporate Office: Indianapolis IN Cincinnati, OH Raleigh, NC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Aiexanora. VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Ft. Wayne. IN Jacksonville, FL Montgomery, AL Washington. DC Newport News VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA Consuttmo GaolPchrncai I Materials Fnom—, ;1n,rnnmental Sc�eM�q� ArEe Associates, Inc. V 1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON OIL CL"1E, T TESTS Project: Sebastian ri4ghi ATEC Associates, Inc. VV'1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 • REPORT ON TEST INFO MATT ON FOR Al 1 L CEMEIN. v'/N.� RUCi 1Ol.v Project: Sebastian. Highlands Unit, tt] 7 t•1 .. >r y�. et, lod N (Drii 1{ i.i^u r... IN(+ , MIX1L)!RE _ SO :r .. :c. DESCR�r �CEMENT .��t.. �R , O B USE Frown sand with mari arld sheil. M, ed ir, place ODESCORIF'IT'ION ()F' AREA TO BE PROCESSED M 4 Tier. Street St,a 22+70 Class A `.:f .... is g C i 'D Date 4/11/88 *offices: PERCENT. CEMENT BY VOTUML' , 81 • 1711 *offices: Corporate Office: Indianapolis, IN Cincinnati, OH Raleigh, INC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville. KY Savannah, GA Aiexandna, VA Baltimore. MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA rn�slillnn (,PntPr,-,—Al I Materials FnnlnPpls Anrl FnvirnnniPntal rCriPntlsls _ ATEC Associates, Inc. VV1779 Canova Street, S.E. _ Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Pro,iect: Sebastian Hig:ilands "•'nit Client: General Development Corp. Date Completed: 4/09/88 Work Release No. 3871-04 ype of Tes4. "ondlucted : lhorr z. CU1:1 UdiTi yf.'' :.al)C ci C)r. .:ill. e=r � .. �'ee � .f✓i. Li ii iuYL ANALY,j� , PERCENT PFirti i,d g1n TEST Or Cil a n, PL Class A Page 2 of 2 Date 4/11/80 Projec+t#: 71-7 -046 Client # 666 Lau+ Si�8 )04"i) I LTVS +f4 MATERIAL, Y rrr+m PULK S:'ECIFIC GRAVITY --N/A-- ,I—YSiC:AL TE._T CO""',STANTS T 1 T LIQUID LlilT-'--`------- STTCITY PLAINDEX--N/P-- SOIL CT AS I ICAT ON AASHO--------------------------- Uc: DEFT OF AGRICULTURE-•--- -.--... SOIL SERTES ---------------------- Oil' HDRIZON-------_..__ ... -- --- TEXTURAL CLAS,.S, ------------------ R UR OF MOIST SOIL -Brown sand -W/marl and shell -- TEST 0F ti V T CEMENT i ii -IX i URES •COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CON71 ENT `STEVEN DAY CEMENT CON -LENT TOTAL 50 L CEMEi-,r1' woo BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --433----------------- ------------- ---------------- __7 ----- -------------------7----- --463--------------- ---- NIA------- ------ NIA ------- ---- 9----- --475------------- --------------- ---------------- *Specimens saturated in water 4 firs, before test. REC: ?!i EitiDA"_'IO:�ai PCIS MANUAL PROCEDIRE Recommended cement, content --8.0-% by volume, which is -5.64-lbs/sq, yd. per inch of compacted thickness: Laboratory optimum moisture content --- T Laboratory maximum density--123.4---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" mai; size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates John W. Ha.. l-iee, P.E. Vice President uif v� #4 Sieve tt10 Sieve #18 SieVe 35 Sieve fit tt40 Jleve. #60 Sieve. #140 Sieve '1200 S.' eve 9,270 S,ieVe g1n TEST Or Cil a n, PL Class A Page 2 of 2 Date 4/11/80 Projec+t#: 71-7 -046 Client # 666 Lau+ Si�8 )04"i) I LTVS +f4 MATERIAL, Y rrr+m PULK S:'ECIFIC GRAVITY --N/A-- ,I—YSiC:AL TE._T CO""',STANTS T 1 T LIQUID LlilT-'--`------- STTCITY PLAINDEX--N/P-- SOIL CT AS I ICAT ON AASHO--------------------------- Uc: DEFT OF AGRICULTURE-•--- -.--... SOIL SERTES ---------------------- Oil' HDRIZON-------_..__ ... -- --- TEXTURAL CLAS,.S, ------------------ R UR OF MOIST SOIL -Brown sand -W/marl and shell -- TEST 0F ti V T CEMENT i ii -IX i URES •COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CON71 ENT `STEVEN DAY CEMENT CON -LENT TOTAL 50 L CEMEi-,r1' woo BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --433----------------- ------------- ---------------- __7 ----- -------------------7----- --463--------------- ---- NIA------- ------ NIA ------- ---- 9----- --475------------- --------------- ---------------- *Specimens saturated in water 4 firs, before test. REC: ?!i EitiDA"_'IO:�ai PCIS MANUAL PROCEDIRE Recommended cement, content --8.0-% by volume, which is -5.64-lbs/sq, yd. per inch of compacted thickness: Laboratory optimum moisture content --- T Laboratory maximum density--123.4---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" mai; size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates John W. Ha.. l-iee, P.E. Vice President Corporate Office: Indianapolis. IN O}fiCeS: Cincinnati, OH Raleigh, NC Anchorage. AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo. OH Chantilly VA Birmingham. AL Ft. Wayne. IN Jacksonville. FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norlolk VA Crrc dtmn Gpniprhrnral ' Mwfer,AK Frrnnc-m ane+ r,,-rrmmnn!a Sri ,, t, ATE.0 Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • MIXTURE DUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Brown, :3a id w.- ,h r.-ia: I aTiG steel mixed in place 0DE.S3CR',r.--'TT0j%1 OF AREA TO B E PROCESSED Douglas Stu eet Sta 11+00 PvF>'C:Er'NT CEM EN BY VOLUME 10 ErORm REPORT 0N 7"FST1INFORMATION FOR SOIL L C1ass A Cincinnati, OH Raleigh, NC Page I 0- Dallas, TX Griffith, IN Longmont, CO CE.W.ENTON'Ta N Affiliates: Atlanta, GA -o,iect: Sebast,iLin Hig�iland� ;;:pit. #17 Date i/11%�� er, rliE.'c.� �c � irair`L� ` j PZ..UL tL',:tr i VrIL+ L- IT le�thod: .r.'.3illJi'r. Montgomery, AL Washington, DC 1.11�Ii . .•.a wort: Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA MIXTURE DUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Brown, :3a id w.- ,h r.-ia: I aTiG steel mixed in place 0DE.S3CR',r.--'TT0j%1 OF AREA TO B E PROCESSED Douglas Stu eet Sta 11+00 PvF>'C:Er'NT CEM EN BY VOLUME 10 Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage. AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA r'nnc,.�rnn (:nnrnn hnir� "larnria!G Fnn,nnnc. am Cn,..n^mn^" Crnnr:c r.. • ITE Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEMENT TESTS- Project: ESTS Project: Sebastian Highlands Univ, #17 Client: General Development Corp. Date Completed: 4/08/88 Work Release No. '871-04 Type ay' Test CoInducted hor',. cut i;]iZi11 i1C uUC_`ct:.:-aris �'ioUL;1d5 vv.t•f_:u o' .i.: -SCJ SIEVE: ANALYSIS PERCENT PASSING eve S/i Sieve a r' Sieve 3418 Sieve #35 Sieve 4140 Sieve #60 Sieve #140 Sieve #20G Sieve ;+27G Sieve *COMPRESSIVE STRENGTH TENT OF S0) 1'ORT AR AM, PL Class A Page 2 of 2 late 4/11/88 Project#: 71-7'-046 Client #: 66 :- "b # SH8c>04 :7 PL:;S K4 MATERIAL BULK SPECIFIC GRAVITY--N/A-- 'HYSIC.:A , TEST COtvSTAN'i'� IiMTT——————————— LIQUID PLASTICITY INDEX---N/P-- SOIL CLASSIFICATION AASPO-------------------------- j'S DEPT OF AGRICULTURE ----------- SOIL SERIES ---------------------- SOIL TEXTURAL CLAti�------------------ COLOR OF MOIST SOIL -Br owr: sand -W/marl and TE`� T OF SOIL CEME)'CEMENTMIXTURE`; W E i /DRY .'EST CEMENT CONTENT SEVEiT DAY CEMENT CONTENT. TOTAL .OIL CE::cNI' BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGP�T LOSS WET/DRY ----6----- --365---------------- ------------- ---------------- 7 ----- ---------------7----- --491-------------------N/A------ ------N/A-------- ----g----- --607---------------- ------------- ---------------- *Specimens saturated in water 4 hr:. before test. RECOMME?�'DATIO�S/PCA MANUAL PROCEDUR- Recommended cement content --8.0-°o by volume, which is -5.64-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 11.4 --- %**. Laboratory maximum density--123.1---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Salisbury, MD Affiliates: 0 Alexandria. VA Toledo. OH Chantilly VA Washington, DC Newport News. VA Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Anchorage. AK Dallas. TX Griffith. IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore. MD Denver. CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates John W. :iarllee, P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo. OH Chantilly VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA A,TEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 MIXTURE NUMBER DESCRIPTION OF SOIL CE"iENT ri- IURE TO BE USED Light brown sand with marl and shell mixed in place ODESCRIPTION OF AREA TO BE PROCESSED Arcadia Drive Sta 5+00 Offices: Anchorage. AK Atlanta. GA Baltimore. MD Birmingham, AL Chicago. IL FERCENT CEMENT BY VOLUME Corporate Office: Indianapolis. IN REPORT ON TEST INFORMATION FOR SOIL Class A Dallas, TX Page 1 of 2 Salisbury, MID CEMENT CONSTRUCTION Dayton, OH Huntsville, AL Project: Sebastian Highlands Unit "17 Date 4/06/86 Client: Genera= Ut:veloprlC-nt Corp. Pro,iectV 71-72-046 Test Method: Short C- u Jacksonville, FL Clie=nt ##: 66 Werk Release No. 8871-04 Gaitherburg, MD Lab n SH880389 MIXTURE NUMBER DESCRIPTION OF SOIL CE"iENT ri- IURE TO BE USED Light brown sand with marl and shell mixed in place ODESCRIPTION OF AREA TO BE PROCESSED Arcadia Drive Sta 5+00 Offices: Anchorage. AK Atlanta. GA Baltimore. MD Birmingham, AL Chicago. IL FERCENT CEMENT BY VOLUME —, / NAatPnale a.^^ ��mmm�^.tR� Sc'-Pni-cic Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, INC Dallas, TX Griffith, IN Longmont, CO Salisbury, MID Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Aiexandna. VA Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA —, / NAatPnale a.^^ ��mmm�^.tR� Sc'-Pni-cic TEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Corp. Date Completed: 4/06/88 Work Release No. 3871-04 Type of Test Cor.d�:cted : IDI.Ort cut Sample Location: Arc.adicA Drive. Sta 5. 00 SIEVE ANALYSIS PERCENT PASSING 3Sieve 3/4" Sieve #4 Sieve; #10 Sieve #18 Sieve 35 Sieve #40 Sieve #60 Sieve #140 Sieve +:200 Sieve #270 Sieve OCOMPRESSIVE STRENGTH TEST O' SOIL a0I L TOr:'AL MORTAR SAMPLE -------------------- ------------------ 1.00 --------- 92--- -97 --------- 89--- -87 --------- 80---- -68 ---------- G3--- -29 --------- 27--- -14.3 ------- 13.2- -T1 4-------12.3- -13.0--------12.0- Class A Page 2 of 2 Date 4/06/88 Project#: 71-72-046 Client #:66 Lab i� CH080J89 PLUS 94 MATERIAL ABSORP'T'ION BY DRY WEIGiT'I'- ---- - BULT' SPECIFIC GRAVITY - N/A -- PHYSICAL 'T'EST CONS TAN �'S LIQUID 1. IrT----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICA'T'ION AASHO-------------------------- UlS DEPT OF AGRICULTURE -_____--- SOIL SERIES -------------------- SOIL HORIZON -------------------- TEXTURAL CLASS ----------------- COLO"R OF MOIST SOIL -Tan sand--- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --417--------------- ------------- ---------------- 7 ----- ---------------7----- --463-------------------N/A------ ------N/A------- ----C----- --558--------------- ------------- ---------------- *Specimens saturated in water 4 r.rs, before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.0-% by volume, which is -5.64-lbs/5q. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 10.5---%**. Laboratory maximum density--124.3---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Assoc:ates (:r" W ✓John W. Harllee, P.E. Vice President 0offices: Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville. AL Lousiville, KY Savannah, GA Alexandria VA Baltimore, MD Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA r'nnci dhnn r oniprhniral / Matpnpila FnninoprC ann Fnwrnnmpnial Sr --r-- tc ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • IN REPORT ON TEST INFORMATION FOR ;OIL Class A Offices: Cincinnati, OH Page 1 l 2, Raleigh, NC Affiliates: CEMENT CONSTRUCTION Dallas, TX Griffith, IN Project: Sebastian Highlands unit #11.7 Date 4/06/88 Cii.Cnt : Genera! Development Lousiville, KY �•o� t . �,. Pr oJec �l T . ,, 2 I � - r��-GYC Test Met—hod: Short Cut Miami, FL AL Client #: 6u 7 ease o . 3871 Work Re lIv _C�4 Jacksonville. FL Lab #$8:'3E8 SH MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Light brown sand with marl and shell mixed in place *bESCRIPTION OF AREA TO BE PROCESSED Miller Drive Sta 13+00 PERCENT rEMENT BY VOLUME S J IN Corporate Office: Indianapolis Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage. AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Alexandria. VA Atlanta. GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Chantilly. VA Baltimore, MD Denver. CO Indianapolis, IN Miami, FL AL Toledo, OH Washington, DC Newport News. VA Birmingham, AL Ft. Wayne, IN Jacksonville. FL Montgomery, Chicago, IL Gartherburg. MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA I`^.,�:.n. ^.:� /::nr•�^^.^a'. kAatonAlt FnNnn— Ant! " J ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Corp. Date Completed: 4/06/88 Work Release No. 3871-04 Type of Test Conducted: Short cut 7 ' "} 'Sam1,1e Luc:at.1 on: Mil �ur• Dr ive , :. _•v SIEVE ANALYSIS PERCENT PASSING J Sieve Sieve aa3/4- +•4 Sieve +r10 .SlCVt� -1118 Sieve 935 Sieve 940 Sieve #60 Sieve #140 Sieve 1+200 Sleve 4270 :Sieve TEr7rr OV COT' Ui a J 1L SOIL `i vTAI, MORTAR SAMPLE .------------97--- 100---------54--- -98----------9-r--- -86---------E1--- -73---------69--- -38 --------- —16.7 ------- 15.7- -15.5-------14.6-. -i5.1------i4.2- Class A Page 2 of 2 Date 4/06/88 Project#: 71-72-046 Client #: 66 Lu:J ii ,SH880 ?88 PLUS +4 MATERIAL �i urcl'`'IviV B"Y DRY WEIGri-------- BULK SPECIFIC GRAVITY --N/A-- PHYSICAL TEST CO:I 'PANTS LIQUID LI .LIT ............ PLAEJTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES-------------------- SOIL, HORIZON----_.____--._--____-_ TEXTURAL CLASS -------- COLOR OF MOIST SOIL-ligt brown -- sand -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WOMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --439--------------- ------------- -------------- -- ----7----- --498-------------------N/A------ ------N/A------- --517 --------------- --------517--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test, RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.0--% by volume, which is -5.64-lb5/sq. yd. per inch of compacted. thickness: Laboratory optimum moisture content ---10.8 --- %**. Laboratory maximum density--123.5---lbs/cu. ft.** **Moisture density test made on to -111 -al sample using #3/4" max size material Tests made in field toward end of damp maix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates uJ 3o1iri W. E1ar1 L, e,, P.E. Vice President • Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Nortolk. VA Conquo,no Gpotprhniral r Matenais Enoinpprs anri Fnv rnnmrntal Suenhsts ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Corporate Office: Indianapolis. IN Page 1 of 2 Offices: CEMENT CONSTRUCTION Project: Sebastian Highlands Unit #17 Date 4/13/88 Client: General. Development Corp. Project'": 71-72-04G Test Method: Short Cut Dayton, OH Client #: GG Work Release No. 3871-04 Alexandria, VA Lab # SH880491 *,JT VTTTfl^ - 111111 Ulu - NUMBER DESCRIPTION OF SOIL CEMENT MI;:TURE TO BE USED Gray sand with marl and shell mixed in place • DESCRIPTION OF AREA TO BE PROCESSED Day Drive Sta 8+00 PERCENT CEMENT BY VOLUME 8.5 0 Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consult,no Geotechnical / Materials Enc neers and Environmental Sc ennsts . ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 4/13/80 Work Release No. 3871-04 Type of Test Conducted: Short cut Sa'-pIC Location: Day Drive St:a 8+00 SIEVE ANALYSIS PERCENT PASSING 3' Sieve 3/4•• Sieve #4 Sieve #t10 Sieve #1$ Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve 3:200 eve #270 Sieve 01OMPRESSIVE STRENGTri TEST OF SOIL r SOIL TO O L MORTAR SAMPLE ------------ 97--- 100 --------- 95--- -98 --------- 93--- -91 --------- 86--- -S ---------- 76--- --43---------41--- -17.6 ------- 16.7- _15.0 --------- Ls. 6.7- _15.0---------Ls. J-_ -15.3 ------- 14.5 - Class A Page 2' of Date 4/13/88 Project#: 71-72-046 Client #: 66 Lab # S1-1880491 PLUS #4 MATERIAL ADSORPT1011 DY DRY WF,IISE -------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- DT CmrATm T1rDntr —N SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES---------------------- SOILTE-LHORIZON ---------------- rmURAL .-•r r^r___ COLOR OF' MOIST SOIL ---gray sand- -W/marl and shell-- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMT BY WEIGHT COMPRESSIVE STRENGTH "/ BY WEIGHT LOSS WET/DRY ----Ej----- --328--------------- ------------- ---------------- ----7-------36�-------------------N/A------ -------N/A------- __410 --------------- --------410--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content---10.5--- Laboratory maximum, der ,S4 ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis • Salisbury, MD Affiliates: Savannah, GA Alexandra. VA Corporate Office: Indianapolis. IN Offices: Cincinnati, OH West Palm Beach, FL Norfolk. VA Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore, MD Denver. CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates John W. Harllee, P.E. Vice President Raleigh, INC Salisbury, MD Affiliates: Savannah, GA Alexandra. VA Toledo, OH Chantilly VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA Consultino Geotechnical / Materials Eno neers and Environmental Sc ent sls ATEC Associates, Inc. 1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • i1L'rORi ON TEST INFORMATION i"Jiff. ti"iu Class A Offices: Cincinnati, OH Z_ Z t db@ l � C'.. �. Raleigh, INC 1�'m /�' 1, CEMENT J l VNO 1'Y�I�M i ON Dallas, TX Griffith, IN Protect: Sebastian Highiands Unit #17 Date 4/19/8b' Clieni: General Bieveioprrler:t :,cr2. t'r�„ec.. 71-7�:-E; 7;:_ Denver. CO 51-1,ort (311T, Miami, FL Toledo, OH .. W 1.'•r iZ Relea �U JCC- :3!.;'/' .. -. Jacksonville, FL Lc±b F,Gi;?'., MIXTURE _ _ _ _ iT�TN. �' Tl ti 'C7'T'?r �� ,'1 C. iii C�T�;L:\ i �:.t.i v. i. �+' ::.., Trill ✓unci Wi l"i1 ulax l arlu I1C1i lli�;e� in dace .� SCxIY`I' U;v UF' ARLA TO BE PROCESSED Day Drive Sta 38+00 PERCENT l.iE1:_.Na 8,C. • Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, INC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA 'nc lt t NAat.npll r: n , 'ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit#17 Client: General Development Corp. Date Completed: 4/12/81 Work Release No. 3871-04 Shur -i, C:• i_t'- 1-10— C! L,lOI7 • .:\ NT PA rr FERCEPv 'm r Ati,a 1..v 3 J 1311( - ti, E, 1 ~leve it 4 .C,lYv WF' /J ?Y TEST Raleigh, NC #18 .`�1tve +35 Sieve #40 Sieve 060 S i eve rtl/i0 .r7�ieve :F"'00 Sieve ,r 4. U r rr C. v Sieve' A Page of 2 Date 4/12/88 Project -ft: 71-72-046 Client #: 66 f' ,[ ,jf n•' T ir• 1, f N6I TE r r� LA��,RIAL .- r" ri n m + ' r".13 Ont- 1 .,. v.� . ,`.i %;:i, ;' P7L 1 ur1i BUTT SFECIFIC GRAVITY --N/A-- TT/ N .. A�7T i LASTICITY Ti�inEX—_N/t -- J . .L L • 1 . L . � ✓ u IL L � -��rr CL rr• 1 F r CAT N CL.AS �:.A. LGLv US DEPT OF' ACRICtILTURE--------- r.,, TT SELST S---------------- ,;,01" tii.�..1 QOIT,.t R?�i ♦i m. �"T"')tl Ar C A�-r' ------------------ COLOR --------------L•Oi;irti OF 1V l,Jt ,.JV1L 1C1.1 �G:14 -W/.:sari and -- rim 1 r..•.. r . m ,� m n WF' /J ?Y TEST Raleigh, NC MORTAR SAMPLE A Page of 2 Date 4/12/88 Project -ft: 71-72-046 Client #: 66 f' ,[ ,jf n•' T ir• 1, f N6I TE r r� LA��,RIAL .- r" ri n m + ' r".13 Ont- 1 .,. v.� . ,`.i %;:i, ;' P7L 1 ur1i BUTT SFECIFIC GRAVITY --N/A-- TT/ N .. A�7T i LASTICITY Ti�inEX—_N/t -- J . .L L • 1 . L . � ✓ u IL L � -��rr CL rr• 1 F r CAT N CL.AS �:.A. LGLv US DEPT OF' ACRICtILTURE--------- r.,, TT SELST S---------------- ,;,01" tii.�..1 QOIT,.t R?�i ♦i m. �"T"')tl Ar C A�-r' ------------------ COLOR --------------L•Oi;irti OF 1V l,Jt ,.JV1L 1C1.1 �G:14 -W/.:sari and -- REC`.I":ENDA.I:).';SA F'�,A MANUAL RO�,��; . Recommended cement content --8.0-% by volume, which is -5.64-lbs/sq. yd. per inch of compacted. thickness: Laboratory optimum moisture content --- 10.2---%x*. Laboratory maximum density --12 4,1-- - 1L'-1s/cu. ft.' >i,' **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician : J . McKenna/D . ijewis • Offices: Anchorage, AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago. IL Respectfully Submitted, ATEC Associates 0,-Q�\, W)1,'QQQ-Q John W. Iarilee, R.E. Vice President rim n^ .•.r �,r ._.�..... t'v'.^`rfrT L; 9C,OMPRESSIVE ST.ZENGT;-i WF' /J ?Y TEST Raleigh, NC CEMENT CONTENT ELFT SIZVEN DAY CE'I•.EN i CONTENT TO i AL `-.,OIL CEMENT % BY WEIGriT COMPRESSIVE Si'RENGT % BY WEIGHT LOSS WET/DRY ----6----- --4.85--------------- ------------- ---------------- ---------------7----- 7 ----- --503--------------- ----NiA------ ------N/A------- --------645--------------- Chantilly. VA --645 --------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. Lexington, KY REC`.I":ENDA.I:).';SA F'�,A MANUAL RO�,��; . Recommended cement content --8.0-% by volume, which is -5.64-lbs/sq. yd. per inch of compacted. thickness: Laboratory optimum moisture content --- 10.2---%x*. Laboratory maximum density --12 4,1-- - 1L'-1s/cu. ft.' >i,' **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician : J . McKenna/D . ijewis • Offices: Anchorage, AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago. IL Respectfully Submitted, ATEC Associates 0,-Q�\, W)1,'QQQ-Q John W. Iarilee, R.E. Vice President Consull,n0 (iPolPChnlral I Malenats Fno,nPP,, and Fnv,-rrnPntRl SGenhslF Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newporl News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consull,n0 (iPolPChnlral I Malenats Fno,nPP,, and Fnv,-rrnPntRl SGenhslF ' . ATEC Associates, Inc. VV 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 ODEESCRr—FITIONN Or ARTA TO BE PROCESSED Day Drive Sta 2�8+00 • P— v. m C E m REPORT ON TEST INFORMATION FOR SOIL Class A � \. }`I^) P.YT �YTT.;] n� ♦'11T, S- CE11,SENT ._�t.i vii TO I--�I' US- 2,y ` or Y Vu 1\Ut`:i•I'.R Page I Of 2 Raleigh, INC CEMENT (CONIST RUCTI ON and siieli Dallas, TX Project: Sebastian Highlands Unit 41117 Date 4/12/88 Atlanta, GA �hv�1r.r`ro.ec r Huntsville, AL Lousiville, KY r'i-7:'-O4C L—t Baltimore, MD Denver. CO ent Miami, FL t T 1102.1' r Birmingham, AL Ft. Wayne. IN Jnr-. nn ODEESCRr—FITIONN Or ARTA TO BE PROCESSED Day Drive Sta 2�8+00 • P— v. m C E m y+YTT/T }'\r!"('•!'TTnr7T TT T ("/'tTY ON 0 IS �.i � \. }`I^) P.YT �YTT.;] n� ♦'11T, S- CE11,SENT ._�t.i vii TO I--�I' US- 2,y ` or Y Vu 1\Ut`:i•I'.R i%I-._,�CR1 i .i.0 Raleigh, INC Tan sand with marl ia"! and siieli Dallas, TX Griffith, IN mixed. in Mace Salisbury, MD Affiliates: ODEESCRr—FITIONN Or ARTA TO BE PROCESSED Day Drive Sta 2�8+00 • Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, INC Anchorage. AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver. CO Indianapolis. IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Newport News VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA /'nncir,nn r:nnlnnh—f � NAnf—nlc Fnm-- —i G� nmm�nlAl Cn�nnh Ge � 9 ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEI:ENT TE TS Project: Sebastian Highland.: ;.;nit #17 Client: General Development Corp. Date Completed: 4/12/88 Work Release No. 3871-04 Type ofTp,c 4k, LOndU1-4- 't:; 1) 0,, t C: '. T A•� 1_� ,. i ti I. i L- ... k_'. L V L CA t 1 U 1. L' .% �'` Ll r 1 V F' ! V Ci �. L' SIEVE ANAL YaiS PERCENT PASSING J.Mc'Kenna/D.Lewis Salisbury, MD 0 iC�ve „4 Sit v� #JL Sieve #i6 Sieve #35 ()ieve #40 Sieve 060 Sieve ,140 Sieve Baltimore, MD Denver. CO "270 'ievt TEST OF SOI' 'L 17FAL MORTAR SAMPLE ----------------- A ass P"ge 2 of 2 Date 4/12/88 Protect-#: 71-72-046 Client #: 65 L=:i # +H8804C3 PLuS #4 FIATERiAL Ars O:t_ .1O.vWEiGriT ------ BULK Sr F'CIF•I1C GIRAVA1 --%v/A-- Tr FHYSICA' _;`I COI3S.'Ati. i Q U r Tl T TM 7_- L1LtLJlaJ�+IsiL�l PT AS ICITY lNr')EX -N/ i+ -La - :SOIL CLASSIFICATION AASP40-------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES-------------------- T:�YTURAI, CLASS---------------- - rNOT UVLOR Cry IlU11J1 50'IL tan sant -. -W/marl and shell-- i.1+i. OF u�J—u CEl'1—,L\ L 1111x.1 vl•l.u.:i ^ WE T/ ✓ �1' E rm T CONTENT NT ETT ("EME � T nh 7T 1T r„ m i L TT CL's. E•I� I COi� I Ll. .:+LVA.,\ SAY .,LL1EN 1 �•v:` � Eli .. O L Au LJO�u CEMENT BY WEIGBATL COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --4°5--------------- ------------- ---------------- 7 ----- ---------------7----- --513-------------------N/A----------N'/A------- __54C ----------------- ---------------- *Specimens saturated in water. 4 hrs. before test. R EtJV 11i>Ni)A 1 l0NS/ 1 vA t1ALvvA.L.: Recommended cement, content --8.0-% by volume, which is -5.64-lb5/5q. yd. per inch of compacted thickness : Laboratory optimum moisture content--- Laboratory maximum density--124.2---lbs/cu. ft.** **Moisture density test made on total sample using HJ/4•• max size material Tests made in field toward end of damp mix govern field control. Technician: J.Mc'Kenna/D.Lewis Salisbury, MD 0 Savannah, GA Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Newport News. VA West Palm Beach, FL Anchorage, AK Dallas. TX Griffith, IN Longmont. CO Atlanta, GA Dayton, OH Huntsville. AL Lousiville, KY Baltimore, MD Denver. CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago. IL Gaitherburg, MD Lexington, KY Nashville; TN Respectfully Submitted, AT}ECAssociates John W. Harllee, P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA ('.nnc,,1t n (innrnrhn,1P1 ' AAatrnaic Fnnmoaw qn F^w•nnrnnMal Sri f,+c TEC Associates, Inc. ... 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Corporate Office: Indianapolis. IN Page 1 of 2 Cincinnati, OH CEMENT CONSTRUCTION Raleigh, NC I Project: Sebastian Highlands Unit #17 Date 4/02/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Huntsville, AL Client #: 66 Work Release No. 3871-04 Baltimore, MD Lab # SH880350 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Tan sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Arcadia Drive Sta 3+00 PERCENT CEMENT BY VOLUME m • Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta. GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA r ,,.,,... ,..... r.. �.,.. ,......�.. n. e., r, n ,- C. -- '. C.,,,...�mnr��' Crinn c�� Ll ATEC .Y Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Corp. Date Completed: 4/02/88 Work Release No. 3871-04 Type ofTest Conducted : Sltort. at�t. Sample Loe.ation: Arcadia Drive Stu 3+00 SIEVE ANAIVC L �".LS PERCENT PASSING 3" Sieve 3/4" Sieve 4tt4 Sieve #i0 Si it- ..ve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOiL TOTAL MORTAR SAMPLE ------------------ ----------- 100 --- - - --- ------100--- ---------.--- __�33--- 100--------- 91--- -08---------89--- -89 --------- 81--- -75 --------- 68--- -12.4-------11.3- -11.3-------10.3-- -------10.0- Class A Page 2 of 2 Date 4/02/88 Project#: 71-72-046 Client #: 66 Lab :# SH880350 PLUS V4 MATERIAL ABSORP TIO^/N BY D1tY War.LUi]T"----''— BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES-------------------- SOIL HORIZON --------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -Tan sand--- -W/marl and. shell -- Respectfully Submitted, TEST OF SOIL CEMENT MIXTURES •COMPRESSIVE STRENGTH WET/DRY TEST Technician: CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --459--------------- ------------- ----------------- ----7----- --465-------------------N/A------ ------N/A-------- ----9----- --795--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. Vice President RECOMMENATiONS/PCA MANUAL PROCEDURE Recommended cement content --8.0-% by volume, which is -5.64-lbs/sq. yd. per inch of compacted thickness: Corporate Office: Laboratory optimum rroisture content --- 10.0 --- %**. Offices: Laboratory maximum density--125.3---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Respectfully Submitted, ATEC Associates Technician: J.McKenna/D.Lewis 64A_k0JNa4QQ0_ John W. Harllee, P.E. Vice President Corporate Office: Indianapolis. IN Offices: Cincinnati. OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Cons„ I!jnc Gernerhn rnl r Materials Fnoineera and. Fnv,mnmrntal Sclent s!s ,BTEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • Indianapolis, IN REPORT ON TEST INFORMATION FOR SOIL Class A Corporate Office: Raleigh, NC Page 1 of Dallas, TX CEMENT CONSTRUCTION Longmont, CO Salisbury, MD Project: Sebastian Highlands Unit 91.7 Date 4/01/88 01 i ert : General Development Corp. Pro,;ect#:: 71 -72-04 6 Test, Method: Short Cut Indianapolis, IN Client #: 66 Work Release No. ;8171-OY Birmingham, AL ab « SH880: Y8 *lIXTURE NUMBER DESCRIPTION OF' SOIL CEI;Ef�T MI},':URE TO BE USED Medium brown .sand with marl and shell mixed in place DESCRIPTION OF AREA TO BE PROCESSED Empire Terrace South of Douglas Sta 1+00 PERCENT CEMENT BY VOLUME 8.0 • Indianapolis, IN Offices: Cincinnati, OH Corporate Office: Raleigh, NC Anchorage. AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Gon$UI11n0 Gentechnical ! Malenals Enoineers and Environmental Sciermsts • ATEC Associates, Inc. vy 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Corp. Date Completed: 4/01/33 Work Release No. 3871-04 Type of Test Conducted: Short cu; Sample l ocatiun : Empire Tur race S of SIEVE ANA1,YSIS PERCENT PASSING 3" Sieve 3/4" Sieve 11,41 Sieve #i0 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve 9140 Sieve #200 Sieve 14270 Sieve •COMPRESSIVE STRENGTH TEST OF SOIL SG11. TG11iL MORTAR SAMPLE ------------100--- ------------96--- i00---------92--- -97----------8g--- -87---------80--- -76•---------70--- -43---------40--- -24.3--------22.4- -22.9 ------- 21.E-- -22.5 ------- 20.7- Douglas eta .1400 Class A Page 2 of Date 4/01/88 Project#: 71-72-046 Client #: 66 Lab V, 1186034 8 PLU +r4 MATER1AL ABSORPTION DY DRY -- BULK SPECIFIC GRAVITY --N/A-- PHY;S)ICAL TEST CONSTANTS T IQUID Tr fZirm —�------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICA1ION AASHO-------------------------- US DEPT OF AGRICULTURE ---------- SOIL SERIES -------------------- SOIL HORIZON-------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -Tan sarid--- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --455--------------- ------------- ---------------- ---.-7----- --Sol-------------------N/A------ ------N/A------- --557-------------------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMMEP�DATIG:S/PCA MANUAL PROCEDURE Recommended cement content --8.0-% by volume., which is -5.64-lbs/sq, yd. per inch of compacted thickness: Laboratory optimum moisture content ---11.1 --- w;=*. Laboratory maximum density--121.8---lbs/cu, ft,** **Moisture density test made on total sample using 93/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J,McKenna/D:Lewis Salisbury, MD • Savannah. GA Alexandria, VA Toledo, OH Chantilly VA Washington, DC Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville. KY Baltimore. MD Denver, CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates (5bQkAA- W DkQQ9-Q— John W. Harllee, P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah. GA Alexandria, VA Toledo, OH Chantilly VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk VA ATC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 40 REP ORT ON TEST INFORMATIO:v FOR 0 -Aj Cl aF s A 'ug f MT-EINm r•�-"N'Smr UC -71r, Tr vL., L{.Ll i �Ui\�,) � r�'v 1..� � Vl.� Pro;lect . SebaStian Eighlanci: Unit 1+ 7 Date 4/01/88 �CIien, . General Dove lo, -me l:. _ c, ;c -:c,4:. ; _ ??� 4 r, +- V C .. ti. ✓�ii Mu. -hod �.:i::.� .. � «., L -s it�:i#v it . Mork R c:: o Inc;. :3 7: r # 'DH.oc;CJ47 V 7 -.:MTI •.i.la V il.0 NUMBER 1iE,r r.ii dm,i )IN: O: SOIL, VuitN ri. I1 :A mURE TV E+LUSED i" ediu.ri -.,).-own sand with mar.". and x.41e1..: m 11.i:L'd iii p1. ace 01%11 IO O� AREA ��-J,r 5S tPC_, mi L ; Erripi_-- c 1urrace Sou-' .h of T1111ougias.;; _, iI+CC PERCENT CEMENT BST V07 U"11E • Corporate Office: Indianapolis IN Offices: Cincinnati, OH Raleigh, INC Anchorage, AK Dallas, TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah. GA Aiexandna, VA Baltimore. MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Cnantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg. MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA Consultino Geotechnical i Materials Fnoinee,s and Fnwrnnmentai Saent,sts ,oATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 � 0 REPORT ON SOIL CEMENT T ES"'S :':'VJel.:t: Sebastian "n"t #17 yen t . UelieraU'eve, OP111el i k' 01 p . Date Completed: 4/01/36 WVrk a^ZF:'lCclae NO. 13311_'04 L:ondUCLt:ci: ti.1"Urt Z::U'_ .t%.i.i l_ _l.l-C'itt C: t.' .J �-_'Ilial l.ii 'Ll" il-.'i ,ULi .PERCENT PASSING Class A ?age 2 cf 2 Date 4/01/33 Project#: 71-72-046 Client # : 66 a �i QC RP ` l .�.,TI0 0ti BEY DT.r.i' WE -!C'" B TL T�, r -l -PE IFIC GRAVITY--;\/A--- Ju >. ti� � + a m M,S PHYSICFI,, iI._rT LIQUID LTmIT--------"------ F -T ASTICiTY !TTDEX--N/P-- SOIL (7LA:",SIFITCAT.:ON A.A.SHO--------------------------- `r US DEPT O• 1-C)TT SERIES--.-_. SOIL HORIZON ------------------- TE `gymUR 1_101_01Z OF IM"CII-STn Ji.iaid W/fr,arl and shell— TEST 07 SOIL CEMENT It I T X � Uli,"S yr aJ l / 11i1 : . iu i CEMENT CONTENT Sieve .. Sieve oBY WEIGHT TnaNGTH COMPRECSIVE STRENGTH .«i0 Sieve )'13 .`�if-,VE'. #35 Sieve #4r0, Sieve V 1✓1 eve-, #140 Sieve ;"2'()0 tiieVf' '270 Sieve �r..-..��ri Lr,-. .-rn,�r.....,,.. .3MPR rtiiV:� Class A ?age 2 cf 2 Date 4/01/33 Project#: 71-72-046 Client # : 66 a �i QC RP ` l .�.,TI0 0ti BEY DT.r.i' WE -!C'" B TL T�, r -l -PE IFIC GRAVITY--;\/A--- Ju >. ti� � + a m M,S PHYSICFI,, iI._rT LIQUID LTmIT--------"------ F -T ASTICiTY !TTDEX--N/P-- SOIL (7LA:",SIFITCAT.:ON A.A.SHO--------------------------- `r US DEPT O• 1-C)TT SERIES--.-_. SOIL HORIZON ------------------- TE `gymUR 1_101_01Z OF IM"CII-STn Ji.iaid W/fr,arl and shell— TEST 07 SOIL CEMENT It I T X � Uli,"S yr aJ l / 11i1 : . iu i CEMENT CONTENT SEVEN LAv \rmT±. vl"RrEN n CO' i =il TOTAL _V7 T La✓Em au +i. oBY WEIGHT TnaNGTH COMPRECSIVE STRENGTH ow BY WEIG`T JLOC_ Wy m /DRY ----6----- --509--------------- ------------- ---------------- ----7----- --587--------------- ----N/A------ ------N/A------- ----C----- --n,� -------- ------------- ---------------- ,,peC:4 men-.; :saturated -:i water 4 hrs. before test. Atlanta. GA RECOMENDATTONE/PCA MANUAL PROCEDURE Recommeridud cement content --3.0-% by volume, which is -5.64-lbs/sq. yd. per inch of compacted thickness: Laboratory opt-3num moisture content ---11.4 --- '/0**. Laboratory muraimum density--132.3---1)s/cu. ft.=: **Moisture density test made: on total sample using #3/4•• max size material Tests made in field toward end of damp mix govern field control. Tec:inician: J.NcKenna/D.Lewis Respectfully Submitted, ATEC As:-ociates dx" John.. W. pHar, l l ee , P.E. 40offices: Corporate Office: Indianapolis, IN Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta. GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham. AL Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington. DC Newport News VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geotechnical / Matenats Engineers and Environmental Scientists ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • Corporate Office: Indianapolis. IN REPORTm �.m T TEST S INFORMATION FOR T r1 �. SOIL glass A Affiliates: Dallas, TX Page J. OIL Salisbury, MD CEMENT CONSTRUCTION Dayton, OH Huntsville. AL Project: Sebastian Highlands Unit #17 Date 4/01/88 Client: General Development Corp. Pro;;ect#: `71-72-046 m lest- Met.�u: Short ru+. Tient #: 66 Work Release No, 3871-04 Gaitherburg, MD Lab :, SH88034F MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Medium brown sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Athens Court Cul-de-sac 0 Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL I � RCL' NT CEMENT BY VOLUME 8.0 ('nrsurt,no (`,PNPchn,cai ' Mater nIs FnomPers and Fnv rnnmen!a1 cC,en! s!s Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville. AL Lousiville, KY Savannah, GA Alexandria. VA Denver, CO Indianapolis. IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville. TN West Palm Beach, FL Nortolk. VA ('nrsurt,no (`,PNPchn,cai ' Mater nIs FnomPers and Fnv rnnmen!a1 cC,en! s!s ATEC Associates, Inc. VV1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Developmerit Corp. Date Completed: 4/01/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample I ocatio i: Athen Court Cul-de-�;ac; SIEVE ANALYSIS PERCENT PASSING 3" -•' ,lwe 3/4" S .leve #4 Sieve trio Sieve #18 Sieve #35 Sieve #40 Sieve: #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF ) 0 L COIL TC)'I'AL MORTAR SAMPLE ------------1.00--- -------------08--- 100---------84--- -98---------82--- -88---------74--- -76---------64--- -40---------34--- -20.2 ------- 17--- -18.8 ------- 15.8- -18.3 ------- 15.4- Class A Page 2 of 2 Date 4/01/88 Project#: 71-72-046 Client #: 66 Lai) +t Sh88C?: 4 ..; i'LUa +� riATERIAL ABSORPTION BY DRY WEIGHT-------- BULK SPECIFIC GRAVITY--NIA-- F -N/A-- nr ITES'11. �rCJNST *.Trt.- BS✓ A LIQUID LIMIT----------- PLAST ICITY INDEX ---N/ P-- SOIL CLASSIFICATION AASHO------------------- ------ US DEPT OF AGRICULTURE --------- SOIL SERIES ---------------------- SOIL HORIZON' ------------------- TEXTURAL CLASS ------------------ COLOR OF MOIST SOIL -Tan sand--- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES 4000MPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT ----6----- --445---------------- ------------- 7 ----- ------------7----- --505-------------------N/A------ ----9----- --532---------------------------- *Specimens saturated in water 4 hrs. before test. Recommended per inch of Laboratory Laboratory **Moisture Tests made TOTAL SOIL CEMENT LOSS WET/DRY ---------------- ------N/A------- ---------------- RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content --8.0-% by volume, which is -5.64-lb5/sq. yd. compacted thickness: optimum moisture content --- 11.7---°0**. maximum density--123.0---lbs/cu. density test made on total sample using #3/4" mar size material in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates cqp� LXJ Z�� John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage. AK Atlanta, GA Dallas, TX Dayton, OH Griffith, IN Huntsville. AL Longmont, CO Lousiville, KY Salisbury, MD Savannah, GA Aiexandria, VA Baltimore, MD Denver. CO Indianapolis, IN Miami, FL Toledo. OH Chantilly. VA Birmingham, AL Ft, Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Cnnsnumn r;PnIPrhn rai / Matenais FnnmPPrc anr! FnvnnomenW'rienhsls ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • MIXTURE NUMBER DESCRIFTION OF SOIL CEMENT MIXTURE TO BE USED Light tan sand with marl and smell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Stratton Ave. Sta 10+50 • Offices: Anchorage, AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago. IL PERCENT CEMENT BY VOLUME N Corporate Office: Indianapolis, w Cincinnati, OH REPORT ON TEST INFOR"lATION FOR SOIL Class A Griffith, IN Longmont, CO Salisbury, MD rage i Ui G Huntsville, AL Lousiville, KY CEMENT CONSTRUCTION Aiexancna VA Denver, CO Project: Sebastian Highlands Unit #17 Date 4/0611,88 Clie :t: General Developme;:t Cory, T� 4. 11 r2'u,,r� L,... 7 1 - "'1 y n I n L- , v�0 Test Method: Short Cu West Palm Beach, FL lle Work Release: No. 88;1-04 Lab a ILI, 06C384 MIXTURE NUMBER DESCRIFTION OF SOIL CEMENT MIXTURE TO BE USED Light tan sand with marl and smell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Stratton Ave. Sta 10+50 • Offices: Anchorage, AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago. IL PERCENT CEMENT BY VOLUME N Consull!nc Geotechnical ! Materials Enomeers and Enwronmenlal Scienlisls Corporate Office: Indianapolis, w Cincinnati, OH Raleigh, NC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Aiexancna VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne. IN Jacksonville. FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg. MD Lexington, KY Nashville, TN West Palm Beach, FL Norlolk. VA Consull!nc Geotechnical ! Materials Enomeers and Enwronmenlal Scienlisls ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Corp. Date Completed: 4/05/88 Work Release No. 3871-04 Uv W yl -)e 0.1. eti... a m r �• CuCUIi_t�iUtCl:. S)iUT'( ( Sample Locat.ion: Strai,:,or: AVE'. �ti i0+5 SIEVE ANALYSIS PERCENT PASSING J.McKenna/D,Lewis Salisbury, MD 3/4" Sieve #4 Sinvr, i+1.v D1eVr:; 918 Sieve #35 Sieve #40 Sieve #60 Sieve 914:0 Sieve :1200 Sieve 9270 Sieve *COMPRESS' --'LVE STRENGTH TES l OF SOIL � CO—" OTOTAL MORTAR SAMPLE .� r Class A Page 2 of 2 Date 4/06/88 Project#: 71-72-04C Client #: 66 Lau #+ SH680364 PLUS #4 MATERIAi ABSORPTION 1.Y DRY WEIG'rii'--- - -- BULK SPECIFIC GRAVITY--N/A-- PEYSiCAL TES"' CONSTANTS LIQUID LIMIT ---- PLASTICITY INDEX--N/P-- -98---------95--- SOIL CLASSIFICATION -91---------88--- AASHO-------------------------- -75----------73--- I)S DEPT OF AGRICULTtJRE----------- -32---------31--- SOIL SERIES-------------------- - F SOIL 14.0-------�� . -12.8------- 12.4- TEXTURAL CLAS:----------------- ..12.4 -------1. '.. 0- COLOR OF MOIST SOIL -light tars - sand W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT C:O,:PRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --506--------------- ------------- ---------------- --553 --------------- --------------- --553-------------------N/A------ ------N/A------- --51015 --------------- --------585--------------- ------------- ---------------- *Specimens saturated in water 4 hrs, before test. RECOMMENDATIONS/PCA MANUAL PROCED1.1RE Recommended cement content --8.0-% by volume, which is -5.64-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content--- Laboratory maximum density--123.2---1b:5/cu. ft.** **Moisture density test made on total sample using 43/4" max size material Tests made in field toward end of damp min: govern field control. Technician: J.McKenna/D,Lewis Salisbury, MD • Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Corporate Office: Indianapolis. IN Offices: Cincinnati. OH Anchorage. AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore, MD Denver, CO Indianapolis. IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates John W. Harllee, P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA r-.nnSultmo rieolechnical / Materials Fncineers and Fnvvonmenial Ccienbsts. ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Corporate Office: Indianapolis. IN Page 1 of Anchorage. AK CEMENT CONSTRUCTION Griffith, IN Longmont, CO Project: Sebastian Highlands Unit #17 Date 4/02/88 Client: General Development Corp. Project#: 71-72-C}46 Test Method: Snort Cut Denver, CO Client #: 68 Work Release No. 3871-04 Chantilly. VA Lab SH880 52 MIXTURE NUMBER DESCRIPTION OF SOIL CEE'Ei1T "jIXTURE TO BE USED Tan sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Tracy Drive Sdu I+GG PERCENT CEMENT BY VOLUME 8.0 • Offices: Cincinnati, OH Corporate Office: Indianapolis. IN Raleigh, INC Anchorage. AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville. AL Lousiville, KY Savannah, GA Alexandra, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA CnnS nlhnn rinnlPrhnlral Matorla15 FnnTnvrq P -I FnvnnrmnnlW Fr,envc!,. ATEC Associates, Inc. V 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SUI:, CEMENT TESTS Project: Sebastian Highlands Client: General Development Corp. Date Completed: 4/0/88 Work Release No. 3871-04 Type of Tes t Conducteu' : Short CL+:. Sample Location: Tracy Drive Sta 1+00 SIEVE ANALYSIS PERCENT PASSING 3 Sieve 3/4" Sieve #4 Sieve :t10 Sieve #18 Sieve #35 Sieve 4#40 Sieve #G0 Sieve #140 Sieve ::200 Sieve 44'270 Sieve TEST OF SOIL "CIL TOTAL MORTAR SAMPLE ----------- 100 --- ------------- 97--- ivy----'-----n,rj--'- -g8---------93--- -89---------85--- -79--------- 75--- -40 --------- 08--- -17.4 ------- 16.5- -15 . 8--- -- -- -- 15. 0- --15.2 -------- 14. 4-. Class A Page 2 of 2 Date 4/02/88 Project#: 71-72-046 Client #: 66 Lab 4 SiHaa0'1352 PLUS #,4 l,:ATERIAL li ,UOiL r llJ.J ✓AR•i BULB S PECIFI C GRAVITY ---N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE--------- SOIL SERIES-------------------- SOIL HORIZON --------------------- 11EXTURAL CLASS----------------- COLOR OF MOIST SOIL -Tan sarid---- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WOMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT %BY WEIGH`:' COMPRESSIVE STRENGTH BY WEIGHT ----6----- --497--------------- ------------- --- 7----- --524--------------------N/A------ ----9----- --640---------------------------- *Specimens saturated in water 4 7irs. before test. Recommended per inch of Laboratory Laboratory **Moisture Tests made TOTAL SOIL CEMENT LOSS WET/DRY ---------------- ---------------- RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content --8.0-% by volume, which is -5.64-lbs/sq. yd. compacted t::ickness: optimum moisture content ---10.8 --- %**. maximum density--124.8---lbs/cu. ft.** density test made on total sample using 1"13/4" max size material in field toward end of damp mix govern field control. Technician: J.McKenna/D,Lewis Respectfully Submitted, ATEC Associates 04---k LU 'John W. Harllee, P.E. Vice President Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore. MD Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consutuno GeoleChnical / Materials Enomeers and Environmental Scientists -'ATEC Associates, Inc. vy1779 Canova Street, S.E. , Palm Bay, Florida 32909 (407) 724-1273 • Cincinnati, OH Anchorage, AK Dallas, TX REPORT ON TEST INFORMATION FOR SOIL Class A Birmingham, AL Ft. Wayne, IN Page 1 o: 2 EMENT CONSTRUCTION Project: Sebastian Highlands Unit 917 Date 4/0V/88 Client: eneral Development Co. -p. Project#: 71--72-0413 Test Method: Short Cut Client 9: 66 Work Release No. 3871-04. Lab SH880351 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Tan sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Arcadia Drive Sta 13+00 Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL Ft. Wayne, IN Chicago, IL Gaitherburg, MD Corporate Office: Indianapolis. IN Griffith, IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL Lexington, KY Nashville, TN PERCENT CEMENT BY VOLUME 8.0 Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newport News VA West Palm Beach, FL Norfolk. VA r`nne„Innn 1 AAalnnate Fn-noP-q a— ^v'�nmm�nt;?I CC'PntrGc • ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Corp. Date Completed: 4/02/88 Work Release No. 3871-04 Type of Test Conducted: .S):lor t cu4- Sample Location: Areadia Drive St, --t, 134-00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve $+4. Sieve #10 Sieve #118 Sieve #35 Sieve #:40 Sieve #G0 Sieve #140 Sieve 3x200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------- 3.00--- -----'--'-----g2--- 100 --------- 86--- -57---------63 -- -67---------75--- -78---------67--- -42--'-------36--- -21.0-------18.1- -19.3-------16.6- -18.7-------16.1- Class A Page 2 of 2 Date 4/02/88 Project#: 71-72-046 Client #: 66 Lab # : SH r' 0 51 PLUS 94 MATERIAL ABSORPTION BY DRY W,✓1.Gr�T- -- BULK SPECIFIC GRAVITY --N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT------------- PLASTICITY INDEX--N/P-- SGIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON------------------- TEXTURAL CLASS----------------- COLOR OF MOIST SOIL -Tan sand--- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES 1000MPRESSIVE STRENGTH WET/DRY `=EST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --442--------------- ------------- ---------------- ----'7 ----- -------------------'7----- --577-------------------N/A------- ------N/A------- --638--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.0-% by volume, which is -5.64-lb5/5q. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 10.0---%**. Laboratory maximum density--125.0---lbs/cu. ft.** **Moisture density test made on total sample using 93/4" max size material Tests made in field toward end of damp mix govern field control. Respectfully Submitted, ATEC Associates Technician: J.MeKenna/D.Lewis (1 W John W. Harllee, P.E. Vice President • Corporate Office: Indanapols.IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consultma Geoterhniral r Materials Enoineers and Environmental Sc-eniists. �'EC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 •REPORT Corporate Office: Indianapolis. IN Cincinnati, OH ON TEST INFGRMATION FOR SOIL Class A Griffith, IN Longmont, CO Salisbury, MD Page 1 Of 2 Huntsville, AL Lousiville. KY CEMENT CONSTRUCTION Alexandra VA Denver, CO Project: Sebastian Highlands Unit #17 Date 4/06/88 Client: Genera Development Corp, rro:;ecth: 71-7 m gest Method.: Sherr- Cut West Palm Beach, FL Client Work Release No. 3871-04 Lub # 5v88C367 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Brown sand with marl and shell mixed in place 6DESCRTPMTON OF AREA TO BE PROCESSED Miller Drive Sta 3+00 • Offices: Anchorage, AK Atlanta. GA Baltimore. MD Birmingham, AL Chicago. IL PERCENT CEMENT BY VOLUME 8.0 Consultrno Geotechnical / Matenals Enomeers and Environmental Saenbsts Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville. KY Savannah, GA Alexandra VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consultrno Geotechnical / Matenals Enomeers and Environmental Saenbsts • ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Corp. Date Completed: 4/06/88 Work Release No. 3871-04 Type of Trs:: Conducted: 01hurt cut Sample Loo Miller c,.r; : Miller D.-ivf,, St,a 3 i 00 SIEVE ANALYSTS PERCENT PASSING 3" Sieve. 3/4" Sieve #4 Sieve +:10 tve #18 Sieve #35 Sieve #40 Sieve #60 -;ieve #140 Sieve X200 S�.eve 9270 Sieve WOMPRESSIVE STRERGTH TES's OF SOTr a nJ �l 11-` TT ..O 1 L TUTAL MORTAR SAMPLE ------------------ ------------99--- 10G-----------97--- -98---------95--- -88---------85--- -31--------30--- -13.5-------13.1- -12.4--------12.0- -11.9-------11.5- Class A Page 2 of 2 Date 4/06/88 Project#: 71-72-046 Client #: 66 Lab # 5::880387 FLUS #4 MATERIAL ABSO;ZFTION DY DRY --- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONCTANTS LIQUID LIMIT----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE--------- SOIL SERIES, -------------------- SOIL HORIZON------------------- TEXTURAL CLASS -------------------- COLOR OF MOIST SOIL -grown sand- -W/marl and sheLl-- TES T OF SOIL CEMENT tlIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT %BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ------------------ 7 ----- ---------------7----- --565-------------------N/A------ ------N/A------- ----9----- --624--------------- -------------- ---------------- *Specimens saturated in water 4 hrs, before test. RECOMMENDATION'S/PCA MANUAL PROCEDURE Recommended cement content --8.0-1 by volume, which is -5.64-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content ---10.5---%*. Laboratory maximum density--124.6---lbs/cu, **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Salisbury, MD Affiliates: • Alexandra. VA Toledo, OH Chantilly VA Washington, DC Newport News VA Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates John W. Harllee, P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandra. VA Toledo, OH Chantilly VA Washington, DC Newport News VA West Palm Beach, FL Norfolk, VA Cnnsult,no C;en]erhn.Cal / Materials FnoineP,s and Fnvtrnnmental Sc,enbsls ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMA'T'ION FOR SOIL Class A Corporate Office: Indianapolis. IN Page 1 of 2 - Cincinnati, OH CEMENT CONSTRUCTION Raleigh, NC Project: Sebastian Highlands Unit #17 Date 4/06/88 Client: General Development Co2't+. FroJeL Test Method: Short Cut Huntsville, AL Client Savannah, GA horh Rele;.se No. 0871-04 Baltimore, MD Lab ,1 SH880 8C MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT'MIXTURE TO BE USED Brown sand with marl and shell mixed in place ODES'CRTPTION OF AREA TO BE PROCESSED Stratton : Ave . ',i - 0+50 P7RCENT CEMENT BY VOLUM� E • Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage. AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Alexandria. VA Atlanta, GA Dayton, OH Huntsville, AL Lousiville. KY Savannah, GA Chantilly VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Washington, DC Newport News. VA Birmingham, AL Chicago. IL Ft. Wayne. IN Gaitherburg. MD Jacksonville, FL Lexington, KY Montgomery, AL Nashville, TN West Palm Beach, FL Norfolk. VA ('nn<, Jhnn (;anfprn�ro ., n.:yc , rrn,� a + ��,,..n�mnnlgl S!'o••.t,eic • AVEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEMENT TESTS Project.: Sebastian Highlands Client: General Development Corp. Date Completed: 4/05/88 Work Release No. 3871-04 Type of Test. Conducted: Shu.r t Sample; Location: 5tr4 LL:: Ave...t1. :�+50 SIEVE ANALYSIS PERCENT PASSING 3" Si e:ve 3/4" Sieve #4 Sieve 9101 Sieve #18 Sieve #35 Sieve #40 Sieve 960 Sieve #140 Sieve #200 Sieve le270 Sieve •COMPRESSIVE STRENGTH �E ST OF S OIL T T Cl/ L � T i. A,✓ MORTAR SAMPLE Class A Page 2 of 2 Date 4/06/88 Project#: 71-72-046 Client If: 56 Lab 3* SH88C 386 PLUS #4 MATERIAL AD'SORPTION BY DRY ---- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIOUIi' LIMIT --- -------- PLASTICITY INDEX--N/P-- SUIL CLASSIFICATION AASHO -------------------------- US DEPT OF AGRICULTURE ---------- SOIL SERIES-------------------- SOIL xiORIZON-------------------- '''EXTURAL CLASS-- ------- ------ COLOR OF MOIST SOIL -brown sand- W/marl and shell -- TEST OF SO -L CEMENT MIY.TURES WE'D'/ DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --443--------------- ------------- ---------------- 7 ----- ---------------7----- --508---------------------N/A------ ------N/A------- 9 ----- ------9----- --624--------------- ------------- ---------------- *-Specimens saturated in water 4 hrs. before test. RECOMMENDA:'IONa/PCA MANUAL PROCEDURE Recommended cement content --8.0-% by volume, which is -5.64-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content ---10.8---%**. Laboratory maximum density--125.1---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D,Lewis Salisbury, MD 0 Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH . Huntsville, AL Lousiville, KY Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates i John W. Harllee, D.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA Const)wno Geotechnical ! Materials Fnoineers and Fnornnmental Scientists AVEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • Corporate Office: Indianapolis. IN REPORT ON TEST INFORMATION FOR SOIL Class A Dallas, TX Page- of 2 Salisbury, MD CEMENT CONSTRUCTION Dayton, OH Huntsville, AL Project: Sebastian Highlands Unit #17 Date 4/06/88 Client: General DevelopmentCert. Miami, FL Projiectx: 7--72-046 Test Method: Short Cut Jacksonville, FL Client #: 66 Work Release No. 3871-04 Gaitherburg, MD Lab # SH880385 MIXTURE DUMBER DES RIPTION OF SOIL CEMENT MIXTURE TO BE USED Tan sand with marl and shell mixed in place 103ESCRIPTION OF AREA TO BE PROCESSED � Arcadia Street �c ta 15+00 • Offices: Anchorage. AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL PERCENT CEMENT BY VOLUME ANN Consuttnp GeoteChnical / Materials Enomeers and Environmental Sc ent,sts Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Denver. CO Indianapolis, IN Miami, FL Toledo. OH Chantilly. VA Ft. Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consuttnp GeoteChnical / Materials Enomeers and Environmental Sc ent,sts Ar EC Associates, Inc. vy 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Corp. Date Completed: 4/05/88 Work Release No. 3871-04 Type of TESL CondUC+;ed: SI -)ort ru'4 Sample :�ocatiun: Avc;adia Drive 'Ldt..k 5+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sievc #I.0 Sieve 11.18 Sieve #35 Sieve 11:40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ------------------ ------------ 11,00 --------- 98 --- -96 --------- 91, --- -8 -----------11.00---------98--- -96---------94--- -88---------86--- -34----------33--- -13.8-------13.5- -12.7--------12.4- Class A Page 2 of 2 Date 4/06/88 Project#: 71-72-046 Client #: 66 Lab # SH380385 PLUS #4 MATERIAL ABSORPTIOM; BY DRY WEIGHT -------- BULK SPECIFIC GRAVITY--N/A-- 'HY" I CAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO -------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ------------------ COLOR OF MOIST SOIL -Tan sand--- -W/marl and ahell-- TEST OF SOIL CEMENT MIXTURES &OMIPRLICSTVE STRENuTH WET/DRY TEST CEMENT CONTENT SEVEN DAY (CEMENT CONTENT TOTAL SOIL CEMENT l BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --455--------------- ------------- ---------------- --510 --------------- -----------------510-------------------N/A------ ------N/A------- --655 --------------- --------655--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOM^:ENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.0-% by volume, which is -5.64-lbs/sq, yd. per inch of compacted thickness: Laboratory optimum moisture content ---10.3 --- %**. Laboratory maximum density--125.1---lbs/cu. ft.** **Moisture density test, made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis kfices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago. IL Respectfully Submitted, ATEC Associates., Lo John W. Harllee, P.E. Vice President Consulting GeolechniCal / Materials Eno neers and Environmental Saenusis Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting GeolechniCal / Materials Eno neers and Environmental Saenusis ATE -C Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of 2 CEMENT CONSTRUCTION Project: Sebastian Highlands Unit #17 Client: General Development Corp. 'lest Method: Short Cut Work Release No. 3871-04 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Gray sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED i Offices: Anchorage. AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago. IL Day Drive Sta 18+00 Date 4/12/88 Project#: 71-72-046 C-1ient 66 Lab # SH880462 PERCENT CEMENT BY VOLUME AM Consulting Geotechnical / Materials Engineers and Env,ronmental Sc ent sis Corporate Office: Indianapolis, IN Cincinnati, OH Raleigh, NC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geotechnical / Materials Engineers and Env,ronmental Sc ent sis —ATE Ca Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 PA REPORT ON SOIL CEMENT TESTS Project: Sebastian. Highlands Unit #17 Client: General Development Corp. Date Completed: 4/12/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Day Drivc Sta 18-1-0:; SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve :+60 Sieve #140 Sieve ::200 Sieve 14t270 Sieve OOMPRESSIVE STRENGT TEST OF SOIL SOIL TOTAL MORTAR SAMPLE Class A Page 2 of 2 Date 4/12/88 Project#: 71-72-046 Client #: 66 Lab # SH880462 PLUS #4 MATERIAL ADSORPTION BY DRY WEIGHT--•----- BULK SPECIFIC GRAVITY '--23/A-- PHYSICAL TEST CO'cTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO -------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -Gray sand-- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --459--------------- ------------- ---------------- ----7----- --548-------------------N/A------ ------N/A------- ----9----- --745--------------- ------------- ---------------- *Specimens saturated in water 4 hrs, before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.'5-% by volume, which is -5.,99-lbs/sq, yd, per inch of compacted thickness: Laboratory optimum moisture content --- 11.4---q**. Laboratory maximum density--122.5---lbs/cu. ft.** **Moisture density test made on total sampleusing #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKerna/D.Lewis Salisbury, MD Affiliates: Savannah, GA Alexandria, VA Toledo, OH Chantilly. VA Washington, DC Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore, MD Denver, CO Indianapolis. IN Miami, FL Birmingham, AL Ft. Wayne. IN Jacksonville, FL Montgomery, AL Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates rs Jra� L.C1. John W. Harllee, P.E. Vice President Raleigh, INC Salisbury, MD Affiliates: Savannah, GA Alexandria, VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk, VA Consultmo Geotechnical / Materials Enorneers and Enwronmentai Saent sts i�`tEC Associates, Inc. VV1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON TEST INFORMATION FOR SOIL Class A Cincinnati, OH Page 1 of L' Affiliates: CEMENT CONSTRUCTION Griffith, IN Longmont, CO Project: Sebastian Highlands Unit #17 Date 4/21/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cat Miami, FL Cl len L it: 66 Work Release No. 3371-04 Jacksonville, FL Lab # SH880554 MIXTURE NUMBER DZISCRIPTION Or SOIL CEMENT MIXTURE TO BE USED Gray sand with marl and shell mixed in place 0- DES OF AREA TO BE PROCESSED Britle Ct. Eta 1+00 0 Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL PERCENT CEMENT PY VOLUME 8.5 ('.nnu ilbnn r;nntnrhniral kA)tonAlC Fnn-n-C A^r' Crv,rnnmPntal Srient,StS Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA ('.nnu ilbnn r;nntnrhniral kA)tonAlC Fnn-n-C A^r' Crv,rnnmPntal Srient,StS ►►TEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp, Date Completed: 4/21/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Birtle Ct. Sta 1+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve Corporate Office: Indianapolis. IN Sieve .#18 #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve •COMPRESSIVE STRENGTH TEST OF 'OIL SOIL TOTAL MORTAR SAMPLE ------------------ ----------------- ------------97--- 100---------95--- -99---------94--- -91---------86--- -78---------74--- —36---------34--- -14.6-------13.9- -13.3-------12.6- -12,7-------12.1- Class A Page 2 of 2 Date 4/2 A. Project#: 71-72-046 Client #: 66 Lab it SH880554 PLUS �4 MATERIAL ABSORPTION BY DRY ----- BULK SPECIFIC GRAVITY--N/A-- Pt-IYSiCAL, TEST CONSTANTS LIOL'ID LIMIT----------- PLASTICITY INDEX---N/n-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE--------- SOIL SERIES-------------------- SOIL HORIZON ------------------- TEXTURAL CLASS------------------- COLOR OF MOIST SOIL --gray sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT ----6----- --348--------------- ------------- 7 ----- ------------7----- --453--------------- ---- N/A ---_-- ----9----- --500---------------------------- *Specimens saturated in water 4 hrs. before test. TOTAL SOI CEMENT LOSS WET/DRY ---------------- ---------------- RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 11.4 --- %**. Laboratory maximum density--124.7---lbs/cu, ft.** **Moisture density test made on total sample using 93/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Salisbury, MD • Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore. MD Denver, CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates 8r&� W John W. Harllee, P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA Consulting Geotechnical ! Materials Engineers and Environmental Sc ent,sls . ATEe Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • Corporate Office: Indianapolis. IN REPORT ON TEST INFORMATION FOR SOIL Class A Affiliates: Dallas, TX Page 1 of 2 Salisbury, MD CEMENT CONSTRUCTION Dayton, OH Huntsville, AL Project: Sebastian Highlands Unit #17 Date 4/20/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Jacksonville, FL Client #: 66 Work Release No. 3871-04 Gaitherburg, MD Lab # SH880540 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Brown sand with marl and shell mixed in place DESCRIPTION OF AREA TO BE PROCESSED Comilo Ct. St 1+50 0 Offices: Anchorage. AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago. IL PERCENT CEMENT BY VOLUME 8.5 Consult!no Geotechnical / materials Eno neers and Environmental Scientists Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Alexandria. VA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norlolk. VA Consult!no Geotechnical / materials Eno neers and Environmental Scientists ,AVEC Associates, Inc. 1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 4/19/88 Work Release No. 3871-04 Type of Test Conduc:ted: Short cut Sample; Location: Comilo Ct. Sta 1-50 SIEVE ANALYSIS PERCENT PASSIN., v" Sieve a/4" Sieve #4 Sieve #30 Sieve it18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SG1L C' 0 'TTT m iJ T MORTAR SAMPLE Class A Page 2 of 2 Date 4/20/88 Pro.iect#: 71-72-046 Client #: 66 "ab t SE880546 PLUS #4 MATERIAL ADSORPTION BY DRY W .IG".T BULK SPECIFIC GRAVITY --N/A-- PuYc• T CAI r TEST '"nNCTANT`' w 1vi.0 uw.J -�./. 1 ♦ U r IQU—T ,/T — — — — —— "i tX J L Ll L a .L L Fr r-rrTrTTV IND EX _. -. "ASTI ,�.I-1— N/. ti - SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE--------- SCIL SERIES---------------------- SOIL t1GR�GGN-_`---------------- S----------------- TEXTURAL, CLASS S COLOR OF MOIST SOT' -brown sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CON:E14' SEVEN: DiAl � 1 �.' �.JLN,L �L\T TOTAL �O�u C- ki L"T BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --293--------------- ------------- ---------------- 7 ----- ---------------7----- --354-------------------N/A------ -------N/A------- ----9----- - ^x:15----------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMIMENDATIONSD/PCA MANUAL PROCEDURE Recommended cement content --8.5-°o by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 11.0---%�►=. Laboratory maximum density--121.4---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Respectfully Submitted, ATEC Associates Technician: J.McKenna/D.Lewis (5 �/►.W J64�-k� John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geotechnical / Materials Engineers and Environmental ScienlIsIs ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of 2 CEMENT CONSTRUCTION Project: Sebastian Highlands Unit 917 Date 4/18/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Client #: 66 Work Release No. 3871-04 Lab # SH880537 MIXTURE PERCENT CEMENT NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME Brown sand with marl and shell 8.5 mixed in place • DESCRIPTION OF AREA TO BE PROCESSED Midway Court Sta 2+25 • Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville. KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA rnncot-n (;ontprhrrra! ; h4 ato nalc Fnn-nporc qnr! r,)v--nmPnIal SciPni S -s • ATEe Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 4/16/88 Work Release No. 3871-04 Type of Test Conducted: Short Sample Location: Midway Court SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve Longmont, CO Sieve }}41))4(01 t1�000 01eve #270 Sieve •COMPRESSIVE STRENGTH Unit #17 Corp. cut Sta 2+25 TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------------- ------------96--- 100---------93--- -97---------90--- -88---------82--- -76---------71--- -35---------3^ 8--------15.6- - 5.6- -.1.7 G---------12 , I:)- -12.8 ------- 11.9- Class j--12.8-------11.9- Class A Page 2 of 2 Date 4/18/88 Project#: 71-72-046 Client #: 66 Lab # 011880537 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT -------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE--------- r Tr SERIES-------- ------------ 0 LL, S RI til-------- SOIL HORIZON ------------------- irm C r^ ------------------ COLOR Utl' MO L -.,T SOIL -Brown sarid- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --320--------------- ------------- ---------------- --- 7----- --401-------------------N/A------ ------N/A------- ----9----- --545--------------- ------------- ---------------- *Specimens saturated in water 4 hrs, before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content ---10.5 --- %**. Laboratory maximum density--124.9---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis , Salisbury, MD • Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates John W. Harllee, P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach. FL Norfolk, VA Corsullm0 Cie0lPChn,ral ! Malerials FnoinePrS and FnV,rnnmenlal ScienItSIS ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON TEST INFORMATION FOR SOIL Class A Cincinnati, OH Page 1 of 2 CEMENT CONSTRUCTION Griffith, IN Longmont, CO Project: Sebastian Highlands Unit #17 Date 4/18/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Shor;, Cut Miami, FL Client #: 66 Work Release No. 3871-04 Jacksonville, FL Lab # SH880536 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Brown sand with marl and shell mixed in place 40 DESCRIPTION OF AREA TO BE PROCESSED Brisbane Street Sta 3+00 • Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL PERCENT CEMENT BY VOLUME 8.5 Consultmo (ienlPchnical / Materials FnC,nePrS and Fnv,rnnmental SC,enb S!s Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra VA Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consultmo (ienlPchnical / Materials FnC,nePrS and Fnv,rnnmental SC,enb S!s ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 0 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 4/18/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Brisbane Street Sta_3+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4 Sieve #4 Sieve #i0 Sieve #18 Sieve #35 Sieve #40 Sieve "GO Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE 1 1 . it — — — — — — — , i . v- -11.0 ------- 10.5 - Class - -11.2-------10.5- Class A Page 2 of 2 Date 4/18/88 Project#: 71-72-046 Client #: 66 Lab # SH880536 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT -------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ---------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -Brown sand- -W/marl and shell-- TEST OF SOIL CEMENT MIXTURES COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --397--------------- ------------- ---------------- 7 ----- ---------------7----- --465-------------------N/A------ ------N/A------- 9 ----- ------9----- --572--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before -test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement coritent--8.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content ---- 9.9 --- %**. Laboratory maximum density--124.2---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis 0 Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Respectfully Submitted, ATEC Associates W John W. Harllee, P.E. Vice President Consultino (ie0IPchnical / Materials Fno neers and Fnv-rnnmenial Scientists Corporate Office: Indianapolis. IN Cincinnati, OH Raleigh, NC Affiliates: Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly, VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consultino (ie0IPchnical / Materials Fno neers and Fnv-rnnmenial Scientists -XIEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of CEMENT CONSTRUCTION Project: Sebastian Highlands Unit #17 Client : General Developmt:nt Corp . Test Method: Short Cut Work Release No. 3871-04 MIXTURE NUMBER DESCRIPi ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 4/16/88 Work Release No. 3871-04 Type of Test Conducted: Short out Sample Location: Maltz Ave. Sta 2+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve O'COMPRESSIVE STRENGTH TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ------------96--- 100---------93--- Affiliates: -98---------91--- Alexandria. VA -89---------83--- Offices: -77----------72--- Newport News. VA -43---------40--- Anchorage, AK -20.1 ------- 18.7- -!8.3 — — — , - — — — — 1.7.0- -17.7 --------- -17-7--------16 16.5 - Class A Page 2 of 2 Date 4/18/88 Project#: 71-72-046 Client #: 66 Lab # SH880535 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES --------- HORIZON -------------------- TEXTURAL CLASS ------------------ COLOR OF MOIST SOIL -Brown sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --365--------------- ------------- ---------------- ----7 ----- -------------------7----- --437-------------------N/A------ ------N/A------- ----9----- --490--------------- ------------- ---------------- *Specimens saturated in water 4 hrs, before test. RECO:^,MENDATI.ONS/PCA MANUAL PROCEDURE Recommended cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content ---- 9.6---%**. Laboratory maximum density--124.5---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end.of damp mix govern field control. Technician: J.McKenna/D.Lewis • Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Newport News. VA West Palm Beach, FL Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore. MD Denver, CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates (ilo-�M.c L � c� ,l//John W. Harllee, P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA CnnSUltino Geotechnical / Materials Enoineers and Enwronmental Scientists w ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of Office: Indianapolis. IN CEMENT CONSTRUCTION Offices- Project: Sebastian Highlands Unit #17 Date 4/21/88 Client: General Dr-!vulopment Corp. Proiect#: 71-72-046 Mlest Method: Short Cut Salisbury, MD Client K: 66 Work Release No. 3871-04 Huntsville, AL Lab it SHA80557 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT IfIXTURE TO BE USED Brown sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Justine Dr. Sta 12+00 PERCENT CEMENT BY VOLUME M9 isCorporate Office: Indianapolis. IN Offices- Cincinnati, OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norlolk. VA "nn—it'nn (;nrnnrhn,rai , Maronaic Fnnin—rq anH Fnornmmpntil Sn,nnt-cis ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 4/21/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sd.mplE Location: Justine Dr. S;,a 121-00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/ nZ•' J�.eve # Sieve at 10 S, eve #18 Sieve #35 Sieve #40 Sieve #C0 Sieve #140 Sieve :,200 Sieve #270 Sieve •COMPRESSIVE STRENGTH TEST OF � OIL TOIL TOTAL MORTAR SAMPLE Class A Page 2 of 2 Date 4/21/88 Project#: 71-72-046 Client #: 66 Lab it SH880557 rLUS 4t4 ":ATTl�R1A;✓ ADSORPTION BY DRY WEIGHT-------- BULI{ SPECIFIC GRAVITY--N/A-- PcTYSICAL TEST CONSTANTS L1QJ Tn L1TV, 1T - - - - - _- -.- -- PLASTICITY TLN DEX---N/P-- SOIL CLASSIFICATION AASHO-------------------------- 13S DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SO!'- HORIZON -------------------- TEXTURAL CLASS----------------- COLOR OF MOIST SOIL -brown sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT Iwo BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --301---------------- ------------- ---------------- ----7----- --391---------------- ----NIA ------ ------N/A------- ----9----- --409-------------------------------------------- *Specimens saturated in water 4 hrs. before test. RiECiOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --0'.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- Laboratory maximum density--121.1---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Respectfully Submitted, ATEC Associates Technician: J.McRenna/D.Lewis t� John W. Harliee, P.E. Vice President Corporate Office: Indianapolis. IN Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Raleigh, NC Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Newport News. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consulting Geotechnical / Materials Ena neers and Environmental Scientists .* ATEC Associates, Inc. VV/1779 Canova Street, S.E. Palm Bay, Florida 32909 VF (407) 724-1273 • Corporate Office: Indianapolis, IN REPORT ON TEST INFORMATION FOR SOIL Class A Dallas, TX Page 1 of 2 Salisbury, MD CEMENT CONSTRUCTION Dayton, OH Huntsville, AL Project: Sebastian Highlands Unit #17 Date 4/21/88 Client: General Development Corp. Project-#: 71-72-046 Test Method: Short Cut Jacksonville, FL Client #: 66 Work Release No. 3371-04 Gaitherburg, MD Lab it SH880556 MIXTURE NUMBER DESCRIPTION OF SOIL CENENT MIXTURE TO BE USED Brown sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Justine Dr. Uta 2+00 • Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL PERCENT CEMENT BY VOLUME 8.5 Cnn5ulpnn (-,PntPrhmral i MalPnall Fnninapre and Fnv?rnnmPnlal SCiprli5t5 Corporate Office: Indianapolis, IN Cincinnati, OH Raleigh, NC Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Cnn5ulpnn (-,PntPrhmral i MalPnall Fnninapre and Fnv?rnnmPnlal SCiprli5t5 �- ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Protect: Sebastian Highlands Unit 917 Client: General Development Corp. Date Completed: 4/21/88 Work Release No. 3871-04 Type of Test Conducte,": Shcjz'tf cut Sample Location: 'us U inc D}r, . S t a 10.) SIEVE ANALYSIS PERCENT PASSING 3 —.eve 3i 4- :_,leve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve -460 Sieve 4140 Sieve :"200 Sieve #270 Sieve „� auwJ• V,' w7�u SOIL TOTAL MORTAR SAMPLE Class A Page 2 of 2 Date 4/21/88 Project#: 71-72-046 Client #: 66 Lab # SH880556 E�l Am I Arv -;✓�.� N� I�, ADSORPTION LY DRY t'iLIGHT_- - BULK SPECIFIC GRAVITY--N/A-- 7-I1YSICAL TEST CONSTANTS LIQ U. r TMTT————— _- - - -- L .I. L 1 — PLASTICITY INDEX`Nr/P-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT Or' AGRICULTURE--------- cOTrr.ERIES-------------------- SOIL HORIZON------------------- TEXTURAL CLASS----------------- COLOR OF MOIST SOIL -brown sand- -W/marl and shell-- TEST OF SOIL CEMENT MIXTURES cTVE c mr?rtrir•ms WET/DRY TEST "ni,,,MT-Nm CEMENT CONTENT TOTAL SOIL CEMENT UCN'=l SiVrN✓nv OSS E DRY BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGIIT LOSS WET/DRY ----6---- --382--------------- --441-------------- --543------ ------------- --- ------------ Specimens saturated in test. 4 hrs. before tes. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 11.7 --- %** Laboratory maximum density--122.7---lbs/cu, ft.** **Moisture density test made on total sample using 93/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates John W. Harllee, P.E. Vice President • IN Corporate Office: Indianapolis. Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Raleigh, NC Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville. AL Lousiviile, KY Savannah, GA Alexandria, VA Chantilly. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Washington, DC Newport News. VA Birmingham, AL Chicago. IL Ft. Wayne, IN Gaitherburg, MD Jacksonville, FL Lexington, KY Montgomery, AL Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geotechnical / Materials Engineers and Environmental Scientists ATE EC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON TEST INFORMATION FOR SOIL Class A Atlanta, GA Dayton, OH Page 1 of 2 Birmingham, AL CEMENT CONSTRUCTION Chicago, IL Gaitherburg, MD Project: Sebastian Highlands Unit #17 Date 4/21/88 Client: General. Development- Corp. Project#: 71-72-046 Test Method: Shur; ,ut Washington, DC Client #: 66 Work Release No. :3871-04 West Palm Beach, FL Lab # SF;380555 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO ?E USED Brown sand with marl and shell mixed in place • DESCRIPTION OF AREA TO BE PROCESSED Alexis Dr. Sta 1+57 n LJ Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL Ft. Wayne, IN Chicago, IL Gaitherburg, MD PERCENT CEMENT BY VOLUME 8.5 Corporate Office: Indianapolis. IN Raleigh, NC Griffith, IN Longmont, CO Salisbury, MD Affiliates: Huntsville, AL Lousiville, KY Savannah, GA Alexandra, VA Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consultmo Geotechnical ! Materials Fndineers and Environmental Scientists ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 4/21/88 Work Release No. 3871-04 Type o-, Test Conducted. Short cut tic: mp'! u Loca tion : Al e;,- 2Dr U ta i-;`5 7 ;SIEVE ANALYSIS PERCENT FAS- J, TELT L, A Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve 9140 Sieve .'200 Sieve #270 Sieve TELT CrvL yL TOTAL MORTAR tiAMPLE Class A Page 2 of 2 Date 4/21/88 Project#: 71-72-046 Client #: 66 Lab # SI:880555 FLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT------- BULK SPECIFIC GRAVITY--N/A-- P:.YCICAL TEcm Cnn; ;TANTS PLASTICITY INDEX--NIP-- SOIL CLASSIFICATION. AASHO-------------------------- US DEPT OF AGRICULTURE--------- �.r —TES --------------------- SOIL SErr.�------------------ SOIL HORIZON --------------------- TEXTURAL Cr ASS OF I.OIST SOIL -Brown sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES COMPRESSIVE WLi/DRY TEST r.^fes ^T'm r. r�T+m,-.T�m DAY ry^j./rT1Tm nr� l.Tmr"��T�m mnm r C'/lTT r1[7l,_RT+htm VlraLil`1 'vVl\aL+i�41LL�iv1.1a�.ivi vVl�i�.:.lY1 aV:AaJ r.JVi.0 \uaauati BY WEIGHT CO":PRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --311--------------- ------------- ---------------- 7 ----- ---------------7----- --389-------------------N/A------ ------N/A------- ----9----- --500 --------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MAN.JAL PROCEDURE Recommended cement content --8.5-% by volume, which is -5.99-lbs/sq, yd, per inch of compacted thickness: Laboratory optimum moisture content ---11.4---°0**. Laboratory maximum density--122.3---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Respectfully Submitted, ATEC Associates Technician: J.McKenna/D.Lewis (3ej tW '2�� John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis. IN 'Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Alexandria, VA Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Chantilly. VA Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne, IN Indianapolis, IN Jacksonville, FL Miami, FL Montgomery, AL Toledo, OH Washington, DC Newport News VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA Consult no Geotechnical / Materials Engineers and Environmental Scientists ATIEC Associates, Inc. 'VY1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR COIL CEMENT CONSTRUCTION Class A Page 21 of C Project: Sebastian Highlands Unit #17 Date 4/30/88 Client: General Development Corp. Fro;;ect"- 7i -?2 -CIT Test Method: Shol:,4 Cut Client *: C0 W0rlc ReIease N'o 387' - b #+ SECCOE;22 MIXTURE PERCENT CEMENT N'UMBER DE CRIFTION OF :OIL CEMENT ..IX:'r'RE m0 BE UCSD LY VOLUME Gray sand with marl and shell 8.5 mixed in place 403ESC'RILPTION OF AREA TO BE PROCESSED Barber St. Sta 24011 Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL Ft. Wayne, IN Chicago, IL Gaitherburg, MD Corporate Office: Indianapolis. IN Raleigh, NC Griffith, IN Longmont, CO Salisbury, MD Affiliates: Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consuttino Geotechnical 1 Materials Engineers and Environmental Scientists ATEC Associates, Inc. vy1.779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebast:.a:a :iighlI. arads Ur.it +x17 Client: General Development Corp. Date Completed: 4/30/88 Work Release; No. 3871-04 Type of Test Conducted: Shores cut C n r Barber 'It.. •-, ,1 2a0nv SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve It Dlevc #10 Sieve #18 Sieve #3S Sieve #40 Sieve i'rCU ,J.Leve, ;:140 Sieve Lousiville, KY Baltimore, MD x:270 Sieve r•m T%...,� OF rOrr o iL I -r' -r JIJ1u mnm r ...+AL r� MORTAR SAMnL' TE Corporate Office: Indianapolis. IN Offices: --- g;1 --.-- . 0rr11 ---------Oji--- lUV 100---------92--- Anchorage. AK -g2---------85--- Griffith, IN --82---------75---- Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore, MD Denver, CO Class A Page Cil Lata 4/3C/88 Project#: 71-72-046 Client it: 66 Lab # S2880C22 FLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT------- B;.;LK uPECIFIC GRAVITY --N/A-- Ffi1ICONSTANTS TLG LIQUID LIMIT ----------- PLASTICITY INDEn--N/P -- SOIL CLASSIFICATION AASHTO------------------ A-3---- US DEPT OF ACR ICULTURE--------- t"nT ,T R1-- ------------ 0011, OL. 110 SO1L COLON OF' ::OI: T SOIL --gray :;azid- TZ NT OL' SOT' CEMEENT. MIXTURES •COMPRESSIVE STRENGTH WET/DRY TEST -W/marl and zhell CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6---- --389--------------- ------------- ---------------- ___w_7 ----- -----------------=-7----- --506-------------------N/A-- --- ------N/A------- ----9----- --517--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. rDTnr✓l.�DATrnp+rrnnA iAN�L PROCED TZE 1L�— aLa 411 Recommended cement content --8,5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory opf.I.I m moisture content ---I 0.2---� . Laboratory maximum density---125.0---lbs/cu, ft.*i. **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: McKenna/D. LeW A. 0 Salisbury, MD Affiliates: Savannah, GA Alexandria, VA Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Newport News. VA West Palm Beach, FL Anchorage. AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN Respectfully Submitted, ATEC Associates J Uhn W. Vice President Raleigh, INC Salisbury, MD Affiliates: Savannah, GA Alexandria, VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA Consultinq GeoteChnical ! Materials Enpmeers and Environmental Scientists ATIEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Light brown sand with marl and shell mixed in place .DESCRIPTION OF AREA TO BE PROCESSED Barber St. Sta 22+00 • Offices: Anchorage. AK Allanta, GA Baltimore MF) Birminnharn AL Chicano, IL 0+0 starts South end of Barber and Schumann Drive. PERCENT CEMENT BY VOLUME 8.5 Corporate Office: Indianapolis IN REPORT ON TEST INFORMATION FOR SOIL Class A Dallas, TX Page 1 of 2 Salisbury, MD CEMENT CONSTRUCTION Dayton. OH Huntsville. AL Project: Sebastian Highlands Unit #17 Date 5/04/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Jacksonville. FL Client #: 66 Work Release No. 3871-04 Gaitherburg, MD Lab # SH880601 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Light brown sand with marl and shell mixed in place .DESCRIPTION OF AREA TO BE PROCESSED Barber St. Sta 22+00 • Offices: Anchorage. AK Allanta, GA Baltimore MF) Birminnharn AL Chicano, IL 0+0 starts South end of Barber and Schumann Drive. PERCENT CEMENT BY VOLUME 8.5 Corporate Office: Indianapolis IN Cincinnati. OH Raleigh, NC Dallas, TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Dayton. OH Huntsville. AL Lousiville. KY Savannah, GA Aieaandna c A Denver. CO Indianapolis, IN Miami, FL Toledo. OH Chantilly 'VA Ft Wayne. IN Jacksonville. FL Montgomery, AL Washington, DC Newpnr; Nrw, Gaitherburg, MD Lexington. KY Nashville. TN West Palm Beach, FL Nnrtnl„ VA AVEC Associates, Inc. vy1779 Canova Street, S. E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 4/27/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Barber St. Sta 22+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------- 100 --- ------------ 94--- 100 --------- 91--- -98-----=---89--- optimum moisture content ---11.1 --- %**. -89 --------- 81--- -78 --------- 71--- -36 --------- 33--- -10.2 -------- 9.3- --8.9 -------- 8.1- --8.6 -------- 7.8 - Class A Page 2 of 2 Date 4/28/88 Project#: 71-72-046 Client #: 66 Lab # SH880601 PLUS 04 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHTO------------------ A -3 ---- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL --Lt. brown - sand -w/marl and shell -- TEST OF SOIL CEMENT MIXTURES •COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----7----- --445--------------- ------------- ---------------- ----8----- --571-------------------N/A------ ------N/A------- ---10----- --740--------------- ------------- ---------------- *Specimens saturated in water 4 hrs, before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content ---11.1 --- %**. Laboratory maximum density--121.0---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" ma-;c::s,!ae,material Tests made in field toward end of damp mix govern field-,,doiptro'l.. Resp.eictful.ly Stibm ;tted, ATEC Associates% Technician: J.McKenna/D.Lewis l John. W . Har l l e e°°, _ .:E . Vic&,,President,° Offices: Corporate Office: Indianapolis IN Cincinnati. OH Raleigh, Wdl ; ; • , ; Anchorage.. AK Dallas. TX Griffith. IN Longmont, CO i ,'. Salisbury, MD Affiliates: Atlanta. GA Dayton. OH Huntsville. AL Lousiville, KY Savannah, GA Alexandria VA Baltimore t,t(") Denver. CO Indianapolis, IN Miami. FL Toledo, OH Cnantilly ':A Birmingham AL Ft Wayne. IN Jacksonville, FL Montgomery, AL Washington. DC Newprr, News '<'A Ch-cano IL Gaitherburg. MD Lexington. KY Nashville. TN West Palm Beach, FL NnrtolK vA ►TEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Light brown sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Barber St. Sta 12+00 0 Offices: Anchorage. AK Atlanla. GA Ba Itimore MD Bumingharn. AL Ch'cano. IL 0+0 starts South end of Barber and Schumann Drive. PERCENT CEMENT BY VOLUME M Corporate Office: Indianapolis IN REPORT ON TEST INFORMATION FOR SOIL Class A Dallas. TX Page 1 of 2 Salisbury, MD CEMENT CONSTRUCTION Dayton, OH Huntsville. AL Project: Sebastian Highlands Unit #17 Date 5/04/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Jacksonville. FL Client #: 66 Work Release No. 3871-04 Gaitherburg. MD Lab # SH880600 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Light brown sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Barber St. Sta 12+00 0 Offices: Anchorage. AK Atlanla. GA Ba Itimore MD Bumingharn. AL Ch'cano. IL 0+0 starts South end of Barber and Schumann Drive. PERCENT CEMENT BY VOLUME M Corporate Office: Indianapolis IN Cincinnati, OH Raleigh, NC Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Dayton, OH Huntsville. AL Lousiville. KY Savannah, GA ' ie.ano,ia Denver. CO Indianapolis. IN Miami. FL Toledo, OH Cnanuny Ft Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Nev:ncri New,,, Gaitherburg. MD Lexington. KY Nashville, TN West Palm Beach, FL Nnnni, V,% ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 4/27/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Barber St. Sta 12+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------- 100 --- ------------ 97--- 100 --------- 95--- -98 --------- 93--- -91 --------- 86--- -78 --------- 74--- -35 --------- 33--- --9.7 -------- 9.2- --8.4 -------- 8.0- --8.2 -------- 7.8 - Class A Page 2 of 2 Date 4/28/88 Project#: 71-72-046 Client #: 66 Lab # SH880600 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHTO------------------ A -3 ---- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -Lt, brown -- sand -w/marl and shell -- TEST OF SOIL CEMENT MIXTURES *COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --439--------------- ------------- ---------------- 7 ----- ---------------7----- --471-------------------N/A------ ------N/A------- ----9----- --715--------------- ------------- ---------------- *Specimens saturated in water 4 hrs, before test. Recommended per inch of Laboratory Laboratory **Moisture Tests made Technician: • Offices: Anchorage. AK Atlanta.GA BeItimorP NiD Birmingham AL Ch,cano. IL RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. compacted thickness: optimum moisture content --- 10.5 --- %**. maximum density--121.6---lbs/cu, ft.** density test made on total sample using #304'.' max siz,e:.material in field toward end of damp mix govern filc.:�o'iitr:oJ,':. Re spectful,-ly 'Submitted, :fi3'EC Associates J.McKenna/D.Lewis ( LO John W.=Harllee�°P.E. •Y.i •President.. `fist/ Corporate Office: Indianapolis IN Cincinnati. OH Raleigh, NC Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Dayton. OH Huntsville, AL Lousiville, KY Savannah, GA Aeaannna n Denver. CO Indianapolis. IN Miami, FL Toledo, OH Cnantmy 'A Ft Wayne. IN Jacksonville. FL Montgomery, AL Washington, DC N +:pnr; Nems Ganherburq, MD Lexington. KY Nashville. TN West Palm Beach, FL Nnrlrnw .'• �►TIEC Associates, Inc. vy1779 Canova Street, S. E. Palm Bay, Florida 32909 (407)724-1273 0 Corporate Office: Indianapolis IN Cincinnati. OH Affiliates: REPORT ON TEST INFORMATION FOR SOIL Class A Dayton. OH Huntsville, AL Page 1 of 2 Indianapolis, IN CEMENT CONSTRUCTION Ft Wayne. IN Jacksonville, FL Project: Sebastian Highlands Unit #17 Date 4/28/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Client #: 66 Work Release No. 3871-04 Lab # SH880599 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Brown sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED • Offices: Anchorage.AK Atlanta. GA Baltimore KID Burningharn. AL Chicano IL Darden Ct. Sta 1+41 0+0 starts South end of Barber and Schumann Drive. PERCENT CEMENT BY VOLUME 10.5 Raleigh, NC Corporate Office: Indianapolis IN Cincinnati. OH Affiliates: Savannah, GA Dallas. TX Griffith. IN Longmont, CO Dayton. OH Huntsville, AL Lousiville, KY Denver. CO Indianapolis, IN Miami. FL Ft Wayne. IN Jacksonville, FL Montgomery, AL Gaitherburg, MD Lexington. KY Nashville, TN PERCENT CEMENT BY VOLUME 10.5 Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Aieaannna vA Toledo. OH Chanlilb; 'JA Washington, DC Ncv:pr.rt Nr -•As ' West Palm Beach, FL NOON- VA T`M Associates, Inc. v 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 0 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 4/25/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Darden Ct. Sta 1+41 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------- 100--- 100 --------- 97--- -97 --------- 94--- -89 --------- 86--- -77 --------- 75--- -34 --------- 33--- -11.4 ------- 11.1- --9.8 -------- 9.5- --9.2 -------- 8.9 - Class A Page 2 of 2 Date 4/28/88 Project#: 71-72-046 Client #: 66 Lab # SH880599 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHTO------------------ A -3 ---- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL --brown sand -w/marl and shell -- TEST OF SOIL CEMENT MIXTURES WOMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT ----6----- --396--------------- ------------- 7 ----- ------------7----- --356-------------------N/A------ ----9----- --453---------------------------- *Specimens saturated in water 4 hrs. before test. Recommended per inch of Laboratory Laboratory **Moisture Tests made TOTAL SOIL CEMENT LOSS WET/DRY ---------------- ------N/A------- ---------------- RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content -10.5-% by volume, which is -7.40-lbs/sq. yd. compacted thickness: optimum moisture content --- 10.2 --- %**. maximum density--122.0---lbs/cu. ft.** density test made on total sample using #3/4°'. max _size material in f ield toward end of damp mix govern field contr-o1_ Technician: J.McKenna/D.Lewis Corporate Office: Indianapolis IN Offices: Cincinnati. OH Anchorage.. AK Dallas. TX Griffith, IN Longmont, CO Atlanta, GA Dayton. OH Huntsville. AL Lousiville, KY Baltimore Mfr Denver. CO Indianapolis. IN Miami, FL P,rrrningharn AL Ft Wayne. IN Jacksonville. FL Montgomery, AL CM-cano. IL Gartherburg, MD Lexington. KY Nashville, TN Respectfully Sul mi tted, ATEC Associates Joh-Ar. l �G3 Har 1 e, _e P.E. Vic�,-tPresi.dent Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Ae.annna d� Toledo, OH Washington. DC Nev.pnr: Nr,ws West Palm Beach, FL Nnrroi- VA ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Savannah, GA Aoxannna 'A Page 1 of 2 Cincinnati. OH CEMENT CONSTRUCTION West Palm Beach, FL Anchorage AK Project: Sebastian Highlands Unit #17 Date 5/04/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Indianapolis, IN Client #: 66 Work Release No. 3871-04 Jacksonville. FL Lab # SH880663 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Brown sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Barber St. Sta 42+00 0+0 starts South end of Barber and Schumann Drive. 0 Salisbury, MD Affiliates: Savannah, GA Aoxannna 'A Corporate Office: lnoianapnlis IN Offices: Cincinnati. OH Newnr.rl Nr•v.s .- West Palm Beach, FL Anchorage AK Dallas TX Griffith, IN Longmont, CO AtlantaGA Dayton OH Huntsville, AL Lousiville. KY Fiart more M;l Denver. CO Indianapolis, IN Miami, FL E3un!u,nhan, 4; Ft Wavne, IN Jacksonville. FL Montgomery, AL rt, -ram, ','. Gaitherburg, MD Lexington. KY Nashville, TN PERCENT CEMENT BY VOLUME 9.5 Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Aoxannna 'A Toledo. OH Cnanmr, a Washington, DC Newnr.rl Nr•v.s .- West Palm Beach, FL Nrorni. r -ATEC Associates, Inc. V 1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 7201273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 5/04/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Barber St. Sta 32+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve. #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- -----------100--- ------------99--- 100---------97--- -99---------96--- -92---------89--- -76---------74--- -31---------30--- -11.2 ------- 10.9- -i0.1 -------- 9.8- --9.8 -------- 9.5- Class A Page 2 of 2 Date 5/04/88 Project#: 71-72-046 Client #: 66 Lab # SH880663 PLUS 04 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHTO------------------ A -3 ---- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -gray sand-- -w/marl and shell -- TEST OF SOIL CEMENT MIXTURES COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT ----7----- --331--------------- ------------- ----8----- --444-------------------N/A------ ---10----- --523--------------- ------------- *Specimens saturated in water 4 hrs. before test. Recommended per inch of Laboratory Laboratory **Moisture Tests made TOTAL SOIL CEMENT LOSS WET/DRY ---------------- ------N/A------- ---------------- RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content --9.5-% by volume, which is -6.70-lb5/sq. yd. compacted thickness: optimum moisture content --- 10.5 --- %**. maximum density--124.9---lbs/cu. ft.** density test made on total sample using 03/4" max size material in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis • Offices: Anchoraqe AK Atlanta GA Baltimore KIF) P,,nunghar., "h -cane 1', Respectfully Submitted, ATEC Associates John W. Harllee, P.E. Vice President Corporate Office: Ind enapnhs IN Cincinnati. OH Raleigh, NC Dallas TX Griffith. IN Longmont. CO Salisbury. MD Affiliates: Dayton. OH Huntsville. AL Louslville. KY Savannah. GA alesanr a Denver. CO Indianapolis, IN Miami. FL Toledo. OH Cnanl''' ' Ft Wavne. IN Jacksonville. FL Montgomery, AL Washington. DC N'rvrt"'` Gaitharburg. MD Lexington. KY Nashville. TN West Palm Beach, FL Nn"r''• if AT9C Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Gray sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Barber St. Sta 32+00 0+0 starts South end of Barber and Schumann Drive. PERCENT CEMENT BY VOLUME 9.5 • REPORT ON TEST INFORMATION FOR SOIL Class A Corporate Office: Ino anapobs IN Page 1 of Cincinnati. OH CEMENT CONSTRUCTION Raleigh, NC Project: Sebastian Highlands Unit #17 Date 5/04/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Huntsville, AL Client #: 66 Work Release No. 3871-04 BaillmorP KI I-) Lab # SH880662 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Gray sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Barber St. Sta 32+00 0+0 starts South end of Barber and Schumann Drive. PERCENT CEMENT BY VOLUME 9.5 • Corporate Office: Ino anapobs IN Offices: Cincinnati. OH Raleigh, NC Anchorage AK Dallas TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: AtlantaGA Davton OH Huntsville, AL Lousrville, KY Savannah, GA Aie>a^cOi1 BaillmorP KI I-) Denver. CO Indianapolis. IN Miami. FL Toledo, OH Cnanre: :' Rnn1ngham A;_ Ft Wavne, IN Jacksonville. FL Montgomery, AL Washington, DC Nrw^n''ra yr C'hcan, !. Gaitherburq, MD Lexington. KY Nashville. TN West Palm Beach, FL Nno(i:- '. ATM Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 is REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 5/04/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Barber St. Sta 42+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- -----------100--- ------------97--- 100---------94--- -98---------92--- -88---------83--- -73---------69--- -29---------27--- --9.3 -------- 8.7- --8.4 -------- 7.9- --8.1 -------- 7.6- Class A Page 2 of 2 Date 5/04/88 Project#: 71-72-046 Client #: 66 Lab # SH880662 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHTO------------------ A -3 ---- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -brown sand- -w/marl and shell -- TEST OF SOIL CEMENT MIXTURES COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT ----7----- --372--------------- ------------- ----8----- --454-------------------N/A------ ---10----- --639--------------- ------------- *Specimens saturated in water 4 hrs. before test. Recommended per inch of Laboratory Laboratory **Moisture Tests made TOTAL SOIL CEMENT LOSS WET/DRY ---------------- ------N/A------- ---------------- RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content --9.5-% by volume, which is -6.70-lbs/5q. yd. compacted thickness: Optimum moisture content --- 11.7 --- %**. maximum density--121.7---lbs/cu, ft.** density test made on total sample using #3/4 max Size material in field toward end of damp mix govern field,control. Technician: J.McKenna/D.Lewis • Offices: Anchorage. AK Atlanta. GA Ballimo,P Nit-� Hrtnnnghar,Ai Cano Respectfully Submitted, ATEC Associate John W. Harliee, P.E. Vice'.President Corporate Office: Indianapolis IN Cincinnati. OH Raleigh, NC Dallas. TX Griffith. IN Longmont, CO Salisbury. MD Affiliates: Davion OH Huntsville, AL Lousiville, KY Savannah, GA aiexanr.na :'� Denver. CO Indianapolis. IN Miami, FL Toledo. OH Cnanm ; Ft Wavne, IN Jacksonville, FL Montgomery, AL Washington, DC NeHn^r' Ni v.s , Gaitnerburg. MD Lexington. KY Nashville. TN West Palm Beach. FL Nonni- VA SATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 • Corporate Office: Indianapolis IN Cincinnati. OH REPORT ON TEST INFORMATION FOR SOIL Class A Griffith. IN Longmont, CO Page 1 of 2 Huntsville. AL CEMENT CONSTRUCTION Savannah, GA Denver. CO Project: Sebastian Highlands Unit #17 Date 5/04/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Nashville. TN Client #: 66 Work Release No. 3871-04 Lab # SH880661 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Gray sand with marl and shell mixed in place •DESCRIPTION OF AREA TO BE PROCESSED • Offices: Anchorage. AK Atlanta.GA BaluniorP MCI Birmingharn AL ,h-cago. IL Barber St. Sta 62+00 0+0 starts South end of Barber and Schumann Drive. PERCENT CEMENT BY VOLUME 8.5 Affiliates: nlexanana vA Chanldly V Newonr News 'v A Noriolr VA Corporate Office: Indianapolis IN Cincinnati. OH Raleigh, NC Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Dayton. OH Huntsville. AL Lousiville, KY Savannah, GA Denver. CO Indianapolis, IN Miami. FL Toledo. OH Ft Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Gaitherburg. MD Lexington. KY Nashville. TN West Palm Beach, FL Affiliates: nlexanana vA Chanldly V Newonr News 'v A Noriolr VA ATEC Associates, Inc. vy1779 Canova Street, S. E. Palm Bay, Florida 32909 (407) 724-1273 0 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 5/03/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Barber St. Sta 62+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------- 100 --- ------------ 96--- 100 --------- 94--- -99 --------- 93--- -90 --------- 85--- -78 --------- 73--- -30 --------- 28--- --8.6 -------- 8.1- --7.8 -------- 7.3- --7.4 -------- 7.0 - Class A Page 2 of 2 Date 5/04/88 Project#: 71-72-046 Client #: 66 Lab # SH880661 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHTO------------------ A -3 ---- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -gray sand-- -w/marl and shell -- TEST OF SOIL CEMENT MIXTURES •COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----7----- --485--------------- ------------- ---------------- ----8----- --537-------------------N/A------ ------N/A------- ---10----- --720--------------- ------------- ---------------- *Specimens saturated in water 4 hrs, before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 10.8---%**. Laboratory maximum density--122.4---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis is Offices: Anchorage. AK Atlanta, GA Baltimore NID Birmingham AL Chicago. IL Respectful'.,,?' Submitted, ATEC associates John_ W. Harllee, P. E. Vice President Corporate Office:Indianapols IN Cincinnati, OH Raleigh, NC Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Dayton. OH Huntsville. AL Lousiville, KY Savannah, GA AE>annna �'A Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chanbny 'dA Ft Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newonri Nava 'oA Gaitherburg. MD Lexington, KY Nashville. TN West Palm Beach, FL Nonan VA 'ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407)724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Corporate Office: Indianapolis IN Page 1 of 2 Cincinnati. OH CEMENT CONSTRUCTION Raleigh, NC Project: Sebastian Highlands Unit #17 Date 5/04/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Huntsville. AL Client #: 66 Work Release No. 3871-04 Baltimore MCS Lab # SH880660 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Gray sand with marl and shell mixed in place &ESCRIPTION OF AREA TO BE PROCESSED Barber St. Sta 52+00 0+0 starts South end of Barber and Schumann Drive. PERCENT CEMENT BY VOLUME 8.5 • Corporate Office: Indianapolis IN Offices: Cincinnati. OH Raleigh, NC Anchoraqe. AK Dallas. TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton. OH Huntsville. AL Lousiville, KY Savannah. GA Alexandria �'A Baltimore MCS Denver. CO Indianapolis. IN Miami. FL Toledo. OH Chanl ny 'dA Bumuigharn AL FI Wayne. IN Jacksonville. FL Montgomery, AL Washington, DC Newpnri Nrws 'v Ch,cano. IL Gaitherburg, MD Lexington. KY Nashville. TN West Palm Beach, FL Nodol. VA .ATEC Associates, Inc. vy1779 Canova Street, S. E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Unit #17 Client: General Development Corp. Date Completed: 5/03/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Barber St. Sta 52+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve 000MPRESSIVE STRENGTH TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------- 100 --- ------------ 97--- 100 --------- 94--- -98 --------- 92--- -90 --------- 85--- -79 --------- 74--- -32 --------- 30--- --7.8 -------- 7.3- --6.9 -------- 6.5- --6.6 -------- 6.2 - Class A Page 2 of 2 Date 5/04/88 Project#: 71-72-046 Client #: 66 Lab # SH880660 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHTO------------------ A -3 ---- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -gray sand-- -w/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----7----- --414--------------- ------------- ---------------- 8 ----- ---------------8----- --604-------------------N/A------ ------N/A------- ---10----- --615--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 10.0 --- %**. Laboratory maximum density--121.5---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Salisbury. MD isCorporate Savannah, GA Atexandna VA Toledo. OH CnantaP; VA Washington, DC Office: Indianapolis IN Offices: Cincinnati, OH Anchorage. AK Dallas. TX Griffith. IN Longmont. CO Atlanta, GA Dayton. OH Huntsville, AL Lousiville, KY BalhmorP MCI Denver, CO Indianapolis. IN Miami, FL f;urnrngharn. AL Ft Wayne. IN Jacksonville. FL Montgomery, AL Ch-cano. IL Gailherburg, MD Lexington. KY Nashville, TN Respectfully Submitted, .TEC !'associates John W. Harllee,, P.E. Vice President Raleigh, ING Salisbury. MD Affiliates: Savannah, GA Atexandna VA Toledo. OH CnantaP; VA Washington, DC Newpnrt Nr•ws West Palm Beach, FL Nnrtoi. �-a ~ AMSE ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION Project: Sebastian Highlands Client: General Development Corp. Test Method: Wet/Dry Work Release No. 3871-04 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED 50% gray sand 50% select mixed in place 49 DESCRIPTION OF AREA TO BE PROCESSED Sta 2+50 Duban Street • Technician: J.McKenna Class A Page 1 of 2 Date 3/16/88 Project#: 71-72-046 Client #: 66 Lab # SH880286 PERCENT CEMENT BY VOLUME 7.5 Respectfully Submitted, ATEC Associates John W. Harllee, P.E. Vice President Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, INC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norlolk. VA -ATE C, Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Class A Page 2 of 2 Project: Sebastian Highlands Client: General Development Date Completed: 3/16/88 Work Release No. 3871-04 Type of Test Conducted: Wet/Dry Sample Location: Dubann Street St 2+00 Lt 1/4 crown SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve • COMPRESSIVE STRENGTH TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------------- ------------ 93--- 100 --------- 90--- -99 --------- 89--- -89 --------- 80--- -76 --------- 68--- -38 --------- 34--- -17.1 ------- 15.4- -15.8 ------- 14.2- -15,4 ------- 13.9- Date 3/16/88 Project#: 71-72-046 Client #: 66 Lab # SH880286 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -gray sand - with marl and shell TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY X28 day CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --425-----513------- ------6------ ----- 3.9%------- ----7----- --481-----539------- ------7------ ----- 1.2%------- ----9----- --552-----795------- ------9------ ------- 0% ------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --7.5-% by volume, which is -5.29-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content ---- 9.0 --- %**. Laboratory maximum density--122.8---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna Respectfully Submitted, ATE�C Associates X John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA (.nn,otmn CPN of hn,n ql tv4Rinna'.' r", nn„"c -1 C".,.n�m?' c.rnn�ci- BTEC Associates, Inc. 1779 Canova Street, S.E. vy Palm Bay, Florida 32909 li (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION Project: Sebastian Highlands Client: General Development Corp. Test Method: Wet/Dry Work Release No. 3871-04 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED 50% gray sand 50% select mixed in place • DESCRIPTION OF AREA TO BE PROCESSED Sta 5+00 Alhamba Ave Class A Page 1 of 2 Date 3/16/88 Project#: 71-72-046 Client #: 66 Lab # SH880285 PERCENT CEMENT BY VOLUME H." Technician: R.Bailey Respectfully Submitted, ATEC Associates John W. Harllee, P.E. • Vice President Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 3/16/88 Work Release No. 3871-04 Type of Test Conducted: Wet/Dry Sample Location: Alhambra Ave Sta 5+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ------------ 96--- 100 --------- 94--- -99 --------- 93--- -87 --------- 82--- -72 --------- 68--- -34 --------- 32--- -16.3 ------- 15.3- -16.2 ------- 15.2- -14.9 ------- 14.0 - Class A Page 2 of 2 Date 3/16/88 Project#: 71-72-046 Client #: 66 Lab # SH880285 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -gray sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES • COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY /28 day CEMENT CONTENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT ----6----- --357-----395------- ------6------ ----7----- --394-----441------- ------7------ ----9----- --460-----540------- ------ 9 ------ *Specimens saturated in water 4 hrs. before test. Recommended per inch of Laboratory Laboratory **Moisture Tests made TOTAL SOIL CEMENT LOSS WET/DRY ----- 4.2% ------- ----- 1.0% ------- ------- 0%------- RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. compacted thickness: optimum moisture content --- 11.5 --- %**. maximum density--123.0---lbs/cu. ft.** density test made on total sample using #3/4" max size material in field toward end of damp mix govern field control. Technician: R.Bailey Respectfully Submitted, ATEC Associates rl�4w w 7ya�u John W. Harllee, P.E. Vice President • Office: Indianapolis. IN Offices' Cincinnati, OH Corporate Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consultme Geotechnical r Nlateria�s Fno,noors a^rl Fnvirommini,ai S-In*Sts ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION Project: Sebastian Highlands Client: General Development Corp. Test Method: Wet/Dry Work Release No. 3871-04 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED 50% gray sand 50% select mixed in place is DESCRIPTION OF AREA TO BE PROCESSED Sta 5+00 Duncan Street Class A Page 1 of 2 Date 3/16/88 Project#: 71-72-046 Client #: 66 Lab # SH880288 PERCENT CEMENT BY VOLUME 8.5 Technician: R.Bailey Respectfully Submitted, ATEC Associates 1 John W. Karllee, P.E. • Vice President Corporate Office: Indianapolis IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Aexandria, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 3/16/88 Work Release No. 3871-04 Type of Test Conducted: Wet/Dry Sample Location: Duncan Street St SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve 5+00 Lt 1/4 crown TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------------- ------------ 97--- 100 --------- 96--- 100 --------- 96--- -92 --------- 89--- -78 --------- 75--- -30 --------- 29--- --9.0 -------- 8.6- --8.0 -------- 7.7- --7.7 -------- 7.4 - Class A Page 2 of 2 Date 3/16/88 Project#: 71-72-046 Client #: 66 Lab # SH880288 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY --N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -gray sand - with marl -- TEST OF SOIL CEMENT MIXTURES COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY X28 day CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --384-----495------- ------6------ -------3%------- ----7----- --407-----582------- ------7------ -------1%------- ----8----- --556-----795------- ------ 8 ------ ------- 0% ------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 10.7 --- %**. Laboratory maximum density--121.4---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: R.Bailey Respectfully Submitted, ATEC Associates C9 John W. Harllee, P.E. Vice President isCorporate Office: Ino anapol s IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra. VA Baltimore, MD Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville. TN West Palm Beach, FL Norfolk. VA ATEC Associates, Inc. VY1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of 2 CEMENT CONSTRUCTION Project: Sebastian Highlands Date 3/26/88 Client: General Development Corp. Protect#: 7I-72-046 Test Method: Short Cut Client #: 66 Work Release No. 3871-04 Lab- # SH880336 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Medium brown sand with marl and shell mired in place •DESCRIPTION OF AREA TO BE PROCESSED Tracy Drive; Sta 4+98 PERCENT CEMENT BY VOLUME 7.5 Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates &Xkm Uv�Nd-F u John W. Harllee, P.E. • Vice President Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA 211111111111 ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 3/26/88 Work Release No. 3871-04 Type of Test Conducted: Short. cut, Sample Location: Tracy Drive sta 4+98 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve 94 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve •COMPRESSIVE STRENGTH TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------- 100 --- ------------ 97--- 100 --------- 94--- -99 --------- 93--- -86 --------- 81--- -70 --------- 66--- -32 --------- 30--- -15.9 ------- 14.9- -14.7 ------- 13.8- -14.4 ------- 13.5 - Class A Page 2 of 2 Date 3/26/88 Project#: 71-72-046 Client #: 66 Lab # : SH880336 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL 'PEST CONSTANT'S LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -Med tan---- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6 ----- . --443--------------- ------------- ---------------- 7 ----- ---------------7----- --465-------------------N/A------ ------N/A------- ----9----- --529--------------- ------------- ---------------- *Specimens saturated in water 4 hrs, before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --7.5-% by volume, which is -5.29-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 10.5 --- %**. Laboratory maximum density--123.8---lbs/cu. ft.** **Moisture density test made on total sample using 03/4" max size material Tests made in field toward end of damp mix govern field control. Respectfully Submitted, ATEC Associates Technician: J.McKenna/D.Lewis &-QAM John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis. IN ' Offices: Cincinnati. OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of 2 CEMENT CONSTRUCTION Project: Sebastian Highlands Date 3/26/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Short Cut Client #: 66 Work Release No. 3871-04 Lab # SH880333 � 0 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Medium tan sand with marl and shell mired in place DESCRIPTION OF AREA TO BE PROCESSED Empire Terrace Sta 15-00 East of Barber Street Technician: J.McKenna/D.Lewis PERCENT CEMENT BY VOLUME 7.5 Respectfully Submitted, ATEC Associates C� to "'t John W. Harllee, P.E. Vice President Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria VA Baltimore. MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk VA • ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 3/25/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Empire Terrace E of SIEVE ANALYSIS PERCENT PASSING 3 Aleve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve COMPRESSIVE STRENGTH TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------- 1.00 --- ------------ 94--- 100 --------- 90--- -98---------88--- -91 --------- 82--- -80 --------- 72--- -36 --------- 32--- -13.6 ------- 12.2- -12.2 ------- 11.0- -11.7 ------- 10.5 - Barber sta 15+00 Class A Page 2 of 2 Date 3/25/88 Project#: 71-72-046 Client #: 66 Lab # SH880333 PLUS 54 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO-------------------------- US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -Tan sand--- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6---- --420--------------- ------------- ---------------- 7 ----- ---------------7----- --456-------------------N/A------------N/A------- ----9----- --585--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --7.5-% by volume, which is -5.29-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 10.8 --- %**. Laboratory maximum density--123.5---lbs/cu. ft.** **Moisture density test made on total sample using 03/4" max size material Tests made in field toward end of damp mix govern field control. Respectfully Submitted, ATEC Associates Technician: J.McKenna/D.Lewis John W. Harllee, P.E. Vice President Is Corporate Office: Nonapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra VA Baltimor, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA ATEC Associates, Inc. V1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of 2 CEMENT CONSTRUCTION Project: Sebastian Highlands Date 2/25/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Client #: 66 Work Release No. 3871-04 Lab # SH880208 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Brown sand with marl and shell fragments mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Keystone Drive Sta 9+25 PERCENT CEMENT BY VOLUME 7.5 Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly, VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geotechnical / Materials Engineers and Environmental Scientists . _ AVEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 2/13/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Keystone Drive Sta 9+25 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve • COMPRESSIVE STRENGTH TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------------- ------------ 98--- 100 --------- 96--- -98 --------- 94--- -89 --------- 85--- -75 --------- 72--- -33 --------- 32--- -14.2 ------- 13.6- -12.9 ------- 12.4- -12.5 ------- 12.0 - Class A Page 2 of 2 Date 2/25/88 Project#: 71-72-046 Client #: 66 Lab # SH880208 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -brown sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --568--------------- ------------- ---------------- 7 ----- ---------------7----- --624-------------------N/A------ ------N/A------- ----8----- --652--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --7.5-% by volume, which is -5.29-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 11.4 --- %**. Laboratory maximum density--122.8---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates C�YW N_C_ A John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consulting Geotechnical / Materials Engineers, and Environmental Scientists ►TEC Associates, Inc. 1779 Canova Street, S.E. 1 Palm Bay, Florida 32909 (305) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of 2 CEMENT CONSTRUCTION Project: Sebastian Highlands Date 2/25/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Client #: 66 Work Release No. 3871-04 Lab # SH880209 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Gray sand and marl/shell mixed in place � 0 DESCRIPTION OF AREA TO BE PROCESSED Bristol Street Sta 15+50 PERCENT CEMENT BY VOLUME 8.5 Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates ite John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly, VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consulting Geotechnical / Materials Engineers. and Environmental Scientists ATEC Associates, Inc. VV5,1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 2/12/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Bristol Street Sta 15+50 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ------------ 94--- 100 --------- 91--- -99 --------- 90--- -90 --------- 82--- -78 --------- 71--- -42 --------- 38--- -19.9 ------- 18.1- -18.5 ------- 16,8- -18.0 ------- 16.4 - Class A Page 2 of 2 Date 2/25/88 Project#: 71-72-046 Client #: 66 Lab # SH880209 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -gray sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES 18COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT ----6----- --327--------------- ------------- 7 ----- ------------7----- --442-------------------N/A------ j----8----- --454---------------------------- *Specimens saturated in water 4 hrs. before test. Recommended per inch of Laboratory Laboratory **Moisture Tests made TOTAL SOIL CEMENT LOSS WET/DRY ---------------- ------N/A------- ---------------- RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content --8.5-% by volume, which is -5.99-lbs/sq. yd. compacted thickness: optimum moisture content --- 11.7---%**. maximum density--123.8---lbs/cu, ft.** density test made on total sample using #3/4" max size material in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates w ohn W. Harllee, P.E. Vice President isCorporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith. IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly, VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geotechnical / Materials Engineers. and Environmental Scientists _ ATEe Associates, Inc. 01 V'r ` 1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of 2 CEMENT CONSTRUCTION Project: Sebastian Highlands Date 2/25/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Client #: 66 Work Release No. 3871-04 Lab # SH880210 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Brown sand with marl/shell fragments mixed in place • DESCRIPTION OF AREA TO BE PROCESSED Aldea Drive Sta 19+00 PERCENT CEMENT BY VOLUME 7.5 Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates �iwCA ) :)44� John W. Harllee, P.E. Vice President SCorporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geotechnical / Materials Engineers. and Environmental Scientists • ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 2/12/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Aldea Drive Sta 19+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve • COMPRESSIVE STRENGTH TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------------- ------------ 98--- 100 --------- 97--- -99 --------- 96--- -91 --------- 88--- -78 --------- 76--- -36 --------- 35--- -12.0 ------- 11.6- -10.7 ------- 10.4- -10.4 ------- 10.1 - Class A Page 2 of 2 Date 2/25/88 Project#: 71-72-046 Client #: 66 Lab # SH880210 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -brown sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --525--------------- ------------- ---------------- 7 ----- ---------------7----- --580-------------------N/A------ ------N/A------- ----8----- --612--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --7.5-% by volume, which is -5.29-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content --- 11.1 --- %**. Laboratory maximum density--122.6---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates W ohn W. Harllee, P.E. Vice President • Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly, VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geotechnical / Materials Engineers. and Environmental Scientists -ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION Project: Sebastian Highlands Client: General Development Corp. Test Method: Work Release No. 3871-04 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Gray sand with marl and shell fragments mixed in place • DESCRIPTION OF AREA TO BE PROCESSED Keystone Drive Sta 4+10 Technician: J.McKenna/D.Lewis Class A Page 1 of 2 Date 2/25/88 Project#: 71-72-046 Client #: 66 Lab # SH880211 PERCENT CEMENT BY VOLUME 7.5 Respectfully Submitted, ATEC Associates C� w John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly, VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consulting Geotechnical / Materials Engineers. and Environmental Scientists -ATEC Associates, Inc. - 1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 • REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 2/13/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Keystone Drive Sta 4+10 S of Stratton SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve • COMPRESSIVE STRENGTH TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------------- ------------ 98--- 100 --------- 97--- -99 --------- 96--- -91 --------- 88--- -74 --------- 72--- -29 --------- 28--- -9.5 -------- 9.2-- -8.5 -------- 8.2-- -8.1 -------- 7.9 -- Class A Page 2 of 2 Date 2/25/88 Project#: 71-72-046 Client #: 66 Lab # SH880211 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -gray sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --503--------------- ------------- ---------------- 7 ----- ---------------7----- --527-------------------N/A------ ------N/A------- ----8----- --668--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --7.5-% by volume, which is -5.29-lbs/sq. yd. per inch of compacted thickness: Laboratory optimum moisture content ---10.6 --- %**. Laboratory maximum density--121.8---lbs/cu. ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates 6 John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, INC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly, VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consulting Geotechnical / Materials Engineers. and Environmental Scientists w ATEC Associates, Inc. IV1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of 2 CEMENT CONSTRUCTION Project: Sebastian Highlands Date 2/25/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Client #: 66 Work Release No. 3871-04 Lab # SH880212 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED Brown sand with marl and shell fragments mixed in place •DESCRIPTION OF AREA TO BE PROCESSED Aldea Drive Sta 9+00 PERCENT CEMENT BY VOLUME 7.5 Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates John W. Harllee, P.E. •Corporate Vice President Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geotechnical / Materials Engineers and Environmental Scientists ATEe Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 1 Vv- (305) 724-1273 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 2/15/88 Work Release No. 3871-04 Type of Test Conducted: Short cut Sample Location: Aldea Drive Sta 9+00 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve • COMPRESSIVE STRENGTH TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ----------------- ------------ 95--- 100 --------- 94--- -99 --------- 93--- -90 --------- 85--- -78 --------- 73--- -38 --------- 36--- -13.5 ------- 12.7- -12.4 ------- 11.7- -12.1 ------- 11.4 - Class A Page 2 of 2 Date 2/25/88 Project#: 71-72-046 Client #: 66 Lab # SH880212 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -brown sand- -W/marl and shell -- TEST OF SOIL CEMENT MIXTURES WET/DRY TEST CEMENT CONTENT SEVEN DAY CEMENT CONTENT TOTAL SOIL CEMENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT LOSS WET/DRY ----6----- --552--------------- ------------- ---------------- ----7----- --572-------------------N/A------ ------N/A------- ----8----- --600--------------- ------------- ---------------- *Specimens saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE Recommended cement content --7.5-% by volume, which is -5.29-lbs/sq, yd. per inch of compacted thickness: Laboratory optimum moisture content --- 10.8 --- %**. Laboratory maximum density--124.0---lbs/cu, ft.** **Moisture density test made on total sample using #3/4" max size material Tests made in field toward end of damp mix govern field control. Technician: J.McKenna/D.Lewis Respectfully Submitted, ATEC Associates Cqw"Le John W. Harllee, P.E. Vice President • Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly, VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consulting Geotechnical / Materials Engineers. and Environmental Scientists ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 • REPORT ON TEST INFORMATION FOR SOIL Class A Page 1 of 2 CEMENT CONSTRUCTION Project: Sebastian Highlands Date 3/16/88 Client: General Development Corp. Project#: 71-72-046 Test Method: Wet/Dry Client #: 66 Work Release No. 3871-04 Lab # SH880287 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED 50% gray sand 50% select mixed in place • DESCRIPTION OF AREA TO BE PROCESSED Sta 5+50 Bristol Street PERCENT CEMENT BY VOLUME 7.5 Technician: J.McKenna Respectfully Submitted, ATEC Associatess�,,, i ohn W. Harllee, P.E. . Vice President Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver. CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA ('nncnlhnn (;ontnrh nir at I Matnna'c r'--, —'N Fn,mmm�r!.ol Rrnrnct� ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 (407) 724-1273 0 REPORT ON SOIL CEMENT TESTS Project: Sebastian Highlands Client: General Development Date Completed: 3/16/88 Work Release No. 3871-04 Type of Test Conducted: Wet/Dry Sample Location: Bristol Street Sta 5+50 SIEVE ANALYSIS PERCENT PASSING 3" Sieve 3/4" Sieve #4 Sieve #10 Sieve #18 Sieve #35 Sieve #40 Sieve #60 Sieve #140 Sieve #200 Sieve #270 Sieve TEST OF SOIL SOIL TOTAL MORTAR SAMPLE ----------------- ------------ 93--- 100 --------- 92--- -99 --------- 91--- -91 --------- 84--- -79 --------- 73--- -38 --------- 35--- -13.8 ------- 12.7- -12.4 ------- 11.4- -12.1 ------- 11.1 - Class A Page 2 of 2 Date 3/16/88 Project#: 71-72-046 Client #: 66 Lab # SH880287 PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT ------- BULK SPECIFIC GRAVITY--N/A-- PHYSICAL TEST CONSTANTS LIQUID LIMIT ----------- PLASTICITY INDEX--N/P-- SOIL CLASSIFICATION AASHO US DEPT OF AGRICULTURE --------- SOIL SERIES -------------------- SOIL HORIZON ------------------- TEXTURAL CLASS ----------------- COLOR OF MOIST SOIL -gray sand - with marl and shell TEST OF SOIL CEMENT MIXTURES • COMPRESSIVE STRENGTH WET/DRY TEST CEMENT CONTENT SEVEN DAY X28 day CEMENT CONTENT % BY WEIGHT COMPRESSIVE STRENGTH % BY WEIGHT ----6----- --512-----609------- ------6------ ----7----- --557-----644------- ------7------ ----8----- --632-----700------- ------ 8 ------ *Specimens saturated in water 4 hrs, before test. :7 Recommended per inch of Laboratory Laboratory **Moisture Tests made TOTAL SOIL CEMENT LOSS WET/DRY ----- 2.4% ------- ------- 5% ------- ------- 0%------- RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content --7.5-% by volume, which is -5.29-lbs/sq. yd. compacted thickness: optimum moisture content --- 10,0 --- %**, maximum density--123.2---lbs/cu. ft.** density test made on total sample using #3/4" max size material in field toward end of damp mix govern field control. Technician: J.McKenna Respectfully Submitted, ATEC Associates John W, Harllee, P.E. Vice President ('nngoi,nn ' A.Jatwialc FR nn -H FI -111 nni? Crnn� c Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly VA Birmingham, AL Fl. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA ('nngoi,nn ' A.Jatwialc FR nn -H FI -111 nni? Crnn� c � 0 9 ATEC Associates, [now V2990 N.W. 40 Street Miami, Florida 33142 (305) 633-2700 (Dade) (305) 728-9044 (Broward) REPORT ON TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION Client # 9 Project # 70-72007 LAB #SH870396 ment Corp.General Develop DATE: 9/04/87 1111 S. Bayshore Dr. Miami, FL 3131 PROJECT: SEBASTIAN HIGHLAND W.R. 3871-04 PERCENT CEMENT MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 1 LIGHT GRAY SAND W/MARL SHELL DESCRIPTION OF AREA TO BE PROCESSED BARBER ST. STA. 5+50 BLEND EXISTING LIGHT GRAY SAND BLACKHAWK MARL/SHELL TECHNICIAN: D. LEWIS Respectfully submitted, ATEC ASSOCIATES, INC. W 1nJY�� John W. Harllee, P.E. Vice President 7.5 Affiliates: Alexandria. VA Chantilly. VA Newport News. VA Norfolk. VA Corporate Office: Indranapolis.IN Raleigh, NC Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Salisbury, MD y. Atlanta. GA Dayton, OH Huntsville, AL Lousiville, KY Miami, FL Savannah, GA Toledo. OH Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne, IN Indianapolis, IN Jacksonville, FL Montgomery, AL Washington, DC FL Chicago, IL Gaitherburg, MD Lexington, KY Nasnville, TN West Palm Beach, Affiliates: Alexandria. VA Chantilly. VA Newport News. VA Norfolk. VA C • ATEC Associates, Inc. Respectfully submitted. 2990 N.W. 40 Street 77/4" Miami, Florida 33142 (305) 633-2700 (Dade) #4 (305) 728-9044 (Broward) REPORT OF SOIL -CEMENT LABORATORY TESTS Client No.: 9 Project No: 70-72007 LAB # SH870396 General Development Corp. DATE: 9/04/87 1111 S. Bayshore Dr. Miami, FL 33131 PROJECT: SEBASTIAN HIGHLANDS (PRELIMINARY) - SAMPLING LOCATION: STA. 5+50 BARBER STREETBLAGKHAWK MARL/407 EXISTING SAND TYPE OF TEST CONDUCTED: WET/DRY DATE COMPLE66��T�D: 9/03/87 SIEVE ANALYSIS TEST OF SOIL PLUS #4 MATERIAL SOIL TOTAL ABSORPTION BY DRY WEIGHT PERCENT PASSING MORTAR SAMPLE BULL: SPECIFIC GRAVITY NA `" sieve Respectfully submitted. 77/4" sieve ATEC ASSOCIATE�Sr INC. #4 sieve 97 #101 sieve 100 87 #18 sieve 96 84 # S sieve 89 78 #401 sieve 77 67 #60 sieve 28 25 #1401 sieve 12.8 11.2 #2001 sieve 11.8 10.3 #2701 sieve 11.4 10.0 PHYSICAL TEST CONSTANTS LIQUID LIMIT PLASTICITY INDEX N P SOIL CLASSIFICATION AASHO A-3 U S DEPT. OF AGRICULTURE SOIL SERIES SOIL HORIZON TEXTURAL CLASS COLOR OF MOIST SOIL LIGHT GRAY TEST OF SOIL CEMENT MIXTURES COMPRESSIVE STRENGTH WET -DRY TEST Cement Content Seven Day/28 DAY Cement Content Total Soil -Cement By Weight Compressive Strength % B6 Weight Loss WOeL-Dry 6 _ _ 477 / 644 - 8 516 / 796+ 8 --L'S Z — *Specimens Recommended per inch of Laboratory Laboratory **Moisture material. Tests made 693 _/ J _lJ A saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content 7.5 % by volume, which is 5.29 Lbs. /sq . yd compacted thickness: optimum moisture content LL_ /**- ma:simum density 122.6 Lbs./cu.ft.** density test made en total sample using #37/4" maximum size in field toward end of damp mix govern field control. Tech: D. LEWIS Respectfully submitted. ATEC ASSOCIATE�Sr INC. W. Harllee, P.E. John • Vice President Corporate Office: Indianapolis. IN Raleigh, NC Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith. IN Longmont, CO Salisbury, MD Savannah, GA Affiliates: Alexandria, VA Atlanta. GA Baltimore, MD Dayton, OH Denver, CO Huntsville, AL Lousiville, KY Indianapolis. IN Miami, FL Toledo, OH Chanldl VA Y Newport News. VA Birmingham, AL Ft. Wayne. IN Jacksonville. FL Montgomery, AL Lexington. KY Nashville, TN Washington. DC West Palm Beach, FL Norfolk. VA Chicago. IL Gaitherburg, MD rnneltll,nn f;nnto^ n �I f,•n n ,9.-..nrnnn• �n� Cn..,rnnr.+n .' Cnn rrc y T ATEC Associates, Inc. 2990 N.W. 40 Street Miami, Florida 33142 (305) 633-2700 (Dade) • (305) 728-9044 (Broward) REPORT ON TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION • Client # 9 Project # 70-72007 LAB # SH870397 General Development Corp. DATE: 9/04/87 1111 S. bayshore Dr. Miami, FL 3=131 PROJECT: SEBASTIAN HIGHLANDS W.R. 3871-04 MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED 2 LIGHT GRAY SAND W/MARL SHELL DESCRIPTION OF AREA TO BE PROCESSED PERCENT CEMENT BY VOLUME 7.5 STA. 16+00 BLEND EXISTING LIGHT GRAY SAND W/BLACKHAWK MARL/SHELL BARBER ST. TECHNICIAN: D. LEWIS Respectfully submitted, ;4TEC ASSOCIATES, INC. John W. Harllee, F.E. Vice President Corporate Office: Indianapolis. IN Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Raleigh, NC Salisbury, MD Affiliates: Alexandra. VA Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Miami, FL Savannah, GA Toledo. OH Cnanlilly. VA Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne, IN Indianapolis, IN Jacksonville, FL Montgomery, AL Washington. DC Newport News. VA VA Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Nortolk. I LJ r� ATEC vy Associates, Inc. 2990 N.W. 40 Street Miami, Florida 33142 (305) 633-2700 (Dade) (305) 728-9044 (Broward) REPORT OF SOIL -CEMENT LABORATORY TESTS Client No.: 9 Project No: 70-72007 General Development Corp. 1111 S. Bayshore Dr. Miami, FL =:1=1 LAB #SH870397 DATE: 9/04/87 PROJECT: SEBASTIAN HIGHLANDS (PRELIMINARY.) 607 EXISTING SAND/407 BLACKHAWK MARL SAMPLING LOCATION: STA. 16+00 BARBER STREET TYPE OF TEST CONDUCTED: WET/DRY DATE COMPLETED: 9/03/87 SIEVE ANALYSIS TEST OF SOIL PLUS 44 MATERIAL ABSORPTION BY DRY WEIGHT PERCENT PASSING SOIL TOTAL MORTAR SAMPLE BULK: SPECIFIC GRAVITY NA John W. Harllee, P.E. PHYSICAL TEST CONSTANTS �" sieve Vice President LIQUID LIMIT 3/4 sieve 97 PLASTICITY INDEX N/P #4 sieve Offices: Anchorage, AK Cincinnati. OH Dallas, TX #10 sieve 100 86 96 81 SOIL CLASSIFICATION #18 sieve 89 77 AASHO A-3 #=5 sieve Jacksonville. FL Montgomery, AL Lexington, KY Nashville, TN U.S. DEPT. OF AGRICULTURE #40 sieve 76 66 ?'A SOIL SERIES #60 sieve 26 11.2 9-7 SOIL HORIZON #140 sieve 10 3 8.9 TEXTURAL CLASS #200 sieve 10 0 8.6 COLOR OF MOIST SOIL LIGHT GRAY # 270 sieve TEST OF SOIL CEMENT MIXTURES COMPRESSIVE STRENGTH WET -DRY TEST Cement Content Seven Day/28 DAY Cement Content Total Soil -Cement By Weight Compressive Strength % By Weight Loss Wet -Dry 6 387 493__ 6 8 *Specimens Recommended per inch of Laboratory Laboratory **Moisture material. Tests made 7 9 6+ 8 —Zz--- 515 / 796+ saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content 7,5 % by volume, which is,5__29_Lbs./sq.yd. compacted thickness: optimum moisture content 9.6 maximum density 122.6 Lbs./cu-ft-** density test made on total sample using #3/4" ma>:imum size in field toward end of damp mi:: govern field control. Tech: D. LEWIS Respectfully submitted, ATEC ASSOCIATES.,INC. John W. Harllee, P.E. Vice President Corporate Office: lndranapolrs.IN Raleigh, NC Offices: Anchorage, AK Cincinnati. OH Dallas, TX Griffith, IN Longmont, CO Salisbury, MD es: AleAffiliatiliat a. VA Alexanl Atlanta, GA Baltimore, MD Dayton, OH Denver, CO Huntsville, AL Lousiville. KY Indianapolis, IN Miami, FL Savannah, GA Toledo, OH y VA Newport News. VA Birmingham, AL Fl. Wayne, IN Gaitherburg, MD Jacksonville. FL Montgomery, AL Lexington, KY Nashville, TN Washington. DC West Palm Beach. FL Norlolk. VA Chicago, IL ` ATEC Associates, Ines V2990 N.W. 40 Street Miami, Florida .33142 (305) 633-2700 (Dade) • (305) 728-9044 (Broward) REPORT ON TEST INFORMATION FOR SOIL CEMENT CONSTRUCTION General Development Corp. 1111 S. Bayshore Dr. Miami, FL 7317-1 PROJECT: SEBASTIAN HIGHLANDS W/R 3871-04 Client # 9 Project # 70-72007 LAB #SH870398 DATE: 9/04/87 PERCENT CEMENT MIXTURE NUMBER DESCRIPTION OF SOIL CEMENT MIXTURE TO BE USED BY VOLUME 3 GRAY SAND W/MARL SHELL 7.5 DESCRIPTION OF AREA TO BE PROCESSED • BARBER ST. STA. 56+00 BLEND EXISTING GRAY SAND W/BLACKHAWK MARL/SHELL W/R 3871-04 TECHNICIAN: D. LEWIS Respectfully submitted, ATEC ASSOCIATES, INC. John W. Harllee, P.E. Vice President Affiliates: Alexandria. VA Chantilly. VA Newport News. VA Norlolk. VA Corporate Office: Indianapolis. IN Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont. CO Raleigh, NC Salisbury, MD Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne, IN Indianapolis, IN Jacksonville, FL Miami, FL Montgomery, AL Toledo, OH Washington, DC Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Affiliates: Alexandria. VA Chantilly. VA Newport News. VA Norlolk. VA • 0 ATEC Associates, Inc, �gvy� 2990 N.W. 40 Street �® Miami, Florida 33142 BARBER ST. DATE (305) 633-2700 (Dade) TYPE (305) 728-9044 (Broward) REPORT OF SOIL -CEMENT LABORATORY TESTS Client No.: 9 Project No: 70-72007 LAB #SH870398 DATE: 9/04/87 General Development Corp. 1111 S. Bayshore Dr. Miami, FL 33131 PROJECT: SEBASTIAN HIGHLANDS (PRELIMINARY). 50% EXISTING SAND/507 BLACKHAWK MARL SAMPLING LOCATION: STA. 56+00 BARBER ST. DATE COMPLETED: TYPE OF TEST CONDUCTED: WET/DRY 9/03/87 SIEVE ANALYSIS TEST OF SOIL PLUS #4 MATERIAL ABSORPTION BY DRY WEIGHT PERCENT PASSING SOIL MORTAR TOTAL SAMPLE BULK SPECIFIC GRAVITY NA PHYSICAL TEST CONSTANTS 3" sieve Offices: Anchorage. AK Cincinnati, OH Dallas, TX LIQUID LIMIT 3/4" sieve Atlanta. GA Baltimore, MD 98 PLASTICITY INDEX---_E—/P #4 sieve Birmingham, AL 88 Jacksonville. FL Montgomery, AL Lexington, KY Nashville, TN #10 sieve 100 84 SOIL CLASSIFICATION #1B sieve 95 84 74 AASHO A-3 #5 sieve 67 59 U.S. DEPT. OF AGRICULTURE #40 sieve 32 28 SOIL SERIES #60 sieve 15 13.2 SOIL HORIZON #140 sieve 13.5 11.9 TEXTURAL CLASS #2C)0 sieve 12.9 11.4 COLOR OF MOIST SOIL LIGHT GRAY #270 sieve TEST OF SOIL CEMENT MIXTURES COMPRESSIVE STRENGTH WET-_DRYTEST Cement Content Seven Day/28 DAYS Cement Content Total Soil -Cement !. By Weight Compressive Strength % By height Lo 4 OWet-Dry 6 _ 475 / 589 - 8 10 — *Specimens Recommended per inch of Laboratory Laboratory **Moisture material. Tests made _5.69 / 796+ 8 - 671 —� 796+ 10 X57 saturated in water 4 hrs. before test. RECOMMENDATIONS/PCA MANUAL PROCEDURE cement content 7.5 % by volume, which is 5,29Lbs./sq.yd. compacted thickness: optimum moisture content 10.2 %*. maximum density 125.2 Lbs./cu.ft.** density test made on total sample using #3/4" ma>:imum size in field toward enc: of damp mix govern field control. Tech: D. LEWIS `Respectfully submitted, ATEC ASS CIATE,S, INC. {n W. Harllee, P.E. • Vice President Corporate Office: Inotanapolis IN Raleigh, NC Offices: Anchorage. AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Savannah. GA Affiliates: Alexandria. VA Atlanta. GA Baltimore, MD Dayton, OH Denver, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami. FL Toledo, OH Chantilly.VA Newport News. VANOrI01k. Birmingham, AL Fl. Wayne, IN Jacksonville. FL Montgomery, AL Lexington, KY Nashville, TN Washington. DC West Palm Beach, FL VA Chicago. IL Gaitherburg, MD ATEC Associates, Inc. 2990 N.W. 40 Street Miami, Florida 33142 • (305) 633-2700 (Dade) (305) 728-9044 (Broward) CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 September 10, 1987 Client #9 Lab. No. 192 Proj. 70-72007 PROJECT: Sebastian Highlands, Drainage Right of Way #17-1 Adjacent to Lot 9, Block 567 On August 31, 1987, ATEC technician R. Plemmons sampled water from the referenced project for testing for conformity with Section 923-1 of the 1986 Florida Department of Transportation Road and Bridge Construction Specifications, "Water for Concrete". The result of this test conducted by Robert Erwin, Chemist is as follows : SAMPLE NUMBER SAMPLE DESCRIPTION RESULTS • 1 Sebastian Highlands This sample conforms to Drainage Right of Way the physical & chemical Adjacent to Lot 9, requirements established Block 567 by the Florida Department of Transportation for water used in concrete. Detailed results of the analyses are attached. Technician: R. Plemmons Respectfully submitted, ATEC ASSOCIATES, TNC. John W. Harllee, Vice President Consulting Geotechnical / Materials Engineers. and Environmental Scientists Corporate Office: Indianapolis, IN Offices: Cincinnati, OH Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandria, VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly, VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News, VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consulting Geotechnical / Materials Engineers. and Environmental Scientists IMAUI 'IN CMEMICAL LA1R®IZAT®l[ZY CHEMICAL - ANALYSIS - CONSULTING - DEVELOPMENT - RESEARCH 7019 S. W. 13th STREET • MIAMI, FLORIDA 33144 (305) 448-4987 September 2, 1987 ATEC Associates, Inc. T-0917575 2990 N.W. 40th Street P.O. No. 02118515105 Miami, Florida 33142 The following is a report on the analysis of one (1) sample of water received September 1, 1987. Sample labeled: Sebastian Highlands Drainage Right of Way Adjacent to Lot 9, Block 567 Alkalinity, as CaCO3 - 0.020 % Total organic solids - 0.0065 % Total inorganic solids - 0.0295 Total chlorides, as NaCl - 0.006 % • This sample conforms to the physical and chemical requirements established by the Florida Department of Transportation for water used in concrete. Florida D.O.T. Section 923-1 - Water for Concretes - Chemical and Physical requirements. (Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1986.) I� RE/lhw Alkalinity, as CaCO - 0.050 % Total organic solid - 0.050 % Total inorganic solids - 0.080 % Total chlorides, as NaCl - 0.050 % Respectfully submitted, Robert Erwin ERWIN CHEMICAL LABORATORY OVER THIRTY- FIVE YEARS OF SERVICE TO THE COMMUNITY