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HomeMy WebLinkAboutSoil ProctorsATEC Associates, Inc. CLASS A VV1779 Canova Street, S.B. palm Bay. Fiorica 32909 R, E PO R I (305) 724-1273 of Moisiure-Density Relationship DATE: 4/13/88 Project: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046 General Development %URV RELEASE # 3871-04 Client � pme Corp.rp. material Descriplion: Brown sand with traces of marl and shell 5, -mol e Local i on : Barber Street Sta 42+00 L/S 0+0 starts South End Barber and Schumann 2 1c J r 105 DEPn'.:stabilized subgrade I1a-E,:' SI -188048686 ? i ? j , I. I , I ? \j I I , 1 NI '� I lil ; III IIIA i t •I I I H11 ?` I 0 5 10 15 20 MOISTURE CONTENT - • Longmont CO TECHNICIAN: J.McKerm Offices._ Cincinnati, OH .; Anchorage. AK TX Dayton, Atlanta,.GA' Dayton.OH Baltimore. MD • De CO Birmingham. AL ne, IN FL Way ^ 0 5 10 15 20 MOISTURE CONTENT - • Corporate office: Indianapolis. IN' Griffith, IN • Longmont CO TECHNICIAN: J.McKerm Offices._ Cincinnati, OH .; Anchorage. AK TX Dayton, Atlanta,.GA' Dayton.OH Baltimore. MD • De CO Birmingham. AL ne, IN FL Way ^ Corporate office: Indianapolis. IN' Griffith, IN • Longmont CO Huntsville, AL Lousivilie, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL . _...__._.. Vv Naehviilo TN Test kletho" I AASHTO T-180 i Densiiy: 116.1 c; j Conten;: 8.6 Specific Grovity- F--2.80 <-2.70 c-2.60 25 . Respectfully Submitted, ATC As i t Inc. JJohn W. Isar ;�, . E. Vice President Raleigh. NC --. _ Salisbury; MD Affiliates. - . Savannah. GA Alexandria. VA Toledo. OH chantilly. VA Washington, DC Newpon News. VA West Palm Beach. FL Norlolk- VA ATEC Associates, Inc, CLASS A 1779 Canova Street. S.E. ivy Palm Bay. Florida 32909 (305) 724-1273 RtUG JT • G Moisture -Density Re101 ionship DATE: 4/13/88 j Sebastian Highlands Unit ##17 CLI ENT# 66 71-72-046 project: g Project No: IChent: General Development Corp. WORK RELEASE# 3871-04 Moterial Descri,z)tion: Gray sand with marl and shell mple ocai; Barber Street Sta 30+00 DEPTH: stabilized subgrade 0+0 starts South End Barber and Schumann LABS SY.88Cu+87 r 14C 13_ 12C 115 0 • TECHNICIAN: D.Jewell Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL 5 10 15 20 MOISTURE CONTENT- Corporate ONTENT- Corporate Office: Indianapolis. IN Cincinnati• OH I Dallas, TX I I •.I r, 1 I ! Longmont. CO Dayton. OH Huntsville. AL Lousiville. KY Denver, CO �. i �' 1 ! Miami. FL. Ft. Wayne. IN Jacksonville, FL Montgomery. AL M j � i � ! i I ! I I j I I I•\I (\ I i i i 1 ! � I � I I i j I � � !•\ ! I Ilil!li ill I! !! if II I !II N I I IN I i li II III!I Illi I ! I I I II I I • TECHNICIAN: D.Jewell Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL 5 10 15 20 MOISTURE CONTENT- Corporate ONTENT- le -s. Vieth:. AASHTO T-180 De^::'v: 125.0 man; int: 9.5 _ Specific Gra -f-.v: 2.8 0 <-2.70 25 Respectfully Submitted, � AMC As- s i tes, Int. wt aek tiJJohn W. Harllee P.E. Vice `President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Ale�ca 12. VA Toledo, OH Chanlay. VA Washinoton. DC Newoon News. VA Corporate Office: Indianapolis. IN Cincinnati• OH 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 le -s. Vieth:. AASHTO T-180 De^::'v: 125.0 man; int: 9.5 _ Specific Gra -f-.v: 2.8 0 <-2.70 25 Respectfully Submitted, � AMC As- s i tes, Int. wt aek tiJJohn W. Harllee P.E. Vice `President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Ale�ca 12. VA Toledo, OH Chanlay. VA Washinoton. DC Newoon News. VA ATEC Associates, Inc, CLASS A 1779 Canova Street, S.E. Palm Bay, Florida 32909 VV (305) 724-1273 ~SPGR O • Moisture -Density Relationship DATE: 4/12/88 ojec1: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046 Tient: General Development Corp. WORK RELEASE# 3871-04 ':,oterial Description: Dark gray sand with marl 0=0 starts South end Barber and Schumann Drive C�rnple Location: Barber street Sta 2+00 R/S DEPTH: stabilized sub. 14( 13` 12C 115 0 LAB# SH880470 5 TECHNICIAN: 15 20 D.Jewell CONTENT- % Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL it Chicago. IL Gaitherburg, MD !II � I\i-�I► \ 1 \, i I \l i ! I i I '• I i I' i \ I j j I I I A I I I I I it Ili I I II I� i illi I I I I I II it � i I I i I I I i l I I l 5 TECHNICIAN: 15 20 D.Jewell CONTENT- % Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL Ft. Wayne, IN Chicago. IL Gaitherburg, MD 10 15 20 MOISTURE CONTENT- % Corporate Office: wianapol s. IN Griffith, IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL Lexington, KY Nashville, TN (Test Methec: . I I AASHTO T180 I yiOXlr;'iUIT! �. D��,s' y 121.9 IhiptiIm--iM it'; IStLlrc Cor,;ent: I j 8.0 Specific Gravity: 2.80 <-2.70 <-2.60 25 Respectfully Submitted, ATEC Ass crates, Inc. c�4 John W. Harllee_ P.E. Vice President Raleigh, NC Salisbury. MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Cha*uilly. VA Washington, DC Newport News. VA West Palm Beach, FL Noriolk. VA ATEC Associates, Inc. VV1779 Canova Street. S.F. Palm Bay. Florida 32909 IR,— (305) 724-1273 ,CSG I • of Nloisture-Density Relationsnir. • C- ♦. r• -L_ -i•__ ii•_LI___A_ •1.__- 11w7 CLASS A DATE: 4/12./88 (Client: General Ievelopment Corp. WOR{ RELEASE# 3871-04 �N;oteria1 Description: Brown sand with marl and shell Ccr^ple L ccation: Barber Street Sta 14+00 R/S DEPTH: Stab Sub 0+0 starts South End. Barber and Schumann DriveLAB# 511880469 14 13 12 11 0 • TECHNICIAN: 5 Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL Ft. Wayne, IN 10 15 20 MOISTURE CONTENT- Corporate ONTENT- Corporate Off Ice: Indianapolis. IN Griffith, IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL AASHTO T-180 i�•c^S�t; 126.0 c Con; ent: i 10.0 Specific Grovity: F-2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Ass o ates, Inc. ('Y",,,,t, a John W. HarlleeP.E. Vice President_ Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA ATEC VV 11 U Associates, Inc. 1779 Canova Street. S.E. Paim Bay. Florida 32909 R rE P R T (305) 724-1273 of Moisture - Density Relationship CLASS A T,,,-rv. 4/12/88 Foject: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046 General Development Corp. WORT'. RELEASE # 3871-04 Client: hJ: o i e r i o l Description: Brown sand with marl and shell I �- rple Location: Barber Street Sta 18+00 DEPTH: stabilized subgrade 0+0 starts South End Barber and SchumannI1�E- SH880477 John.W: r lee P E President Corporate Ottice Indianapolis. IN Raleigh. NC - Griffith, IN Longmont. CO g Salisbury: MD ` - r Attlliates Alexandria. VA -Huntsville. AL Lousiville. KY Savannah GA Chantilly .VA, =Toledo, Indianapolis IN Jacksonville FL i,i .OH _Newport News VA . . Washington DC Nortolk.VA :West Palm Beach FL ! I ;Iles; !v.etho AASITIM T-180 ! I l \ i I 1 I I i liVloxi, :u .. i : Density ncf i ! \ i l i i 'Oplili % F< I !Conten' - I a 8.3 - ! l i l I I I A !• I! i I '! I - 105I ! n I �` l l I Specific Gravity: iI I I I I I i I I I I F-2.80 I I i i l 1 ill I � II .. iil <-2.70 tool I I I i i ;III <-2.60 ! II 1 I III 1 i 0 5 • TECE�]ICIAN: J.McKernna Ottices - 1, Gnannati. OH 'Anchorage. -,A K Dallas, TX Atlanta; GA.I "; Dayton. OH Baltimore; MD Deriver; CO _Birmingham AL FL ape. IN Chicago ILS �raitherburg; MD 0 15 20 : 25 MOISTURE CONTENT- `/o Respectfully Subx tted, ATEC_Ass its, :Inc amu_ L=v .. "` John.W: r lee P E President Corporate Ottice Indianapolis. IN Raleigh. NC - Griffith, IN Longmont. CO g Salisbury: MD ` - r Attlliates Alexandria. VA -Huntsville. AL Lousiville. KY Savannah GA Chantilly .VA, =Toledo, Indianapolis IN Jacksonville FL Miami, FL Montgomery. AL .OH _Newport News VA . . Washington DC Nortolk.VA :West Palm Beach FL Lexington; KY Nashville; TN x ATEC Associates, Inc. 1779 Canova Street. S-E- pillfri pay, Florida 32909 (305) 72.1-1273 VV 01 mo1s1ure-Den'-':.-!1Y Sebastian Highlands Unit #17 General Development Corp. CLASS A DATE; 4/12/88 C-LIENr#, 66 Pi-ojecl. 1%io: 71-72-046 woR.KL RELEASE # 3871-04 Barber Street Sta 52+00 C/L Retest DEFI11: stabilized subgrade 0+0 starts SOLIth end Barber,SchumannLAB# SH880478 20: T t Z a AASHIO T-180 105 UK 95 0 5 TECHNICIAN: D. Jewell Offices: Cincinnati. OH Anchorage. AK Dallas. TX Atlanta, GA Dayton OH. Baltimore. MO Denver. CO... Spec::f;:-- Grovi7y: --- 2.60 <-2 7 0 2.60 I il JLL L ------------ 1:; 20 25 MOISTURE CONTENT 77 1[ I\ N. Il Griffith, IN . Longmont. CO Salisbury. MD Affiliates: A*xar&ia. VA Huntsville, AL Lousivilte, KY Miami, FL r -IN Chantey. VA News. VA I.J unntrinmery At Washington, DC Newport . I N I i H I H 1 1 JJ 95 0 5 TECHNICIAN: D. Jewell Offices: Cincinnati. OH Anchorage. AK Dallas. TX Atlanta, GA Dayton OH. Baltimore. MO Denver. CO... Spec::f;:-- Grovi7y: --- 2.60 <-2 7 0 2.60 I il JLL 10 1:; 20 25 MOISTURE CONTENT Corporate office: j-.jianapo is. IN Rate I igh. NC Griffith, IN . Longmont. CO Salisbury. MD Affiliates: A*xar&ia. VA Huntsville, AL Lousivilte, KY Miami, FL r Savannah, GA Toledo. OH, Chantey. VA News. VA Indianapolis, IN C1 unntrinmery At Washington, DC Newport . ATEC Associates, Inc. VV1779 Canova Street. S.E. Palm Bay. Florida 32909POR 1 (305) 724-1273 �t' • Oi Moisture -Density ReIaI ionsnIP • CLASS A DATE: 4/12/88 project: Sebastian Highlands Unit #17 CLIENT1 66 Project No: 71-72-046 ! Client : General Develom-lent Corp. ir•IORK RELEASES 3871-04 ! 'Y; o t e r i o! D e s c r i a t i o n: Brown sand with marl and shell 0+0 starts South end Barber and Schumann ,.ample _ocction_ Barber Street Sta 56+00 DEPTH: stabilized subgrade LAB,; S -H880479 I 140;i ! I i i ! I \i s, Mi eP., AASHM T-180 135 13C z 12` 12C 115 0 • TFLIMCIAN: J.McKernza 5 10 15 20 MOISTURE CONTENT- % Offices: Cincinnati, OH Anchorage. AK Dallas, TX Atlanta. GA Dayton, OH Baltimore. MD Denver, CO Corporate Office: Wianapofis. IN Griffith, IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL o:,!*,rr.uM _r. LcP.S;l` 128.1 --,; vD I,TUM I ,Content: i I 8.2 Specific Grcvity: 2.80 <-2.70 <-2.60 25 Respectfully Submitted, ATEC Associ s, Inc. v�v= John W. Harllee P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexzr4tia. VA Toledo, OH Chard*',VA I ! ' I\ • I �! � I; I ! 1 1 i Hill I 1 Ii li !illi !II II I II ii I Lill! I I I 11 11H 11 • TFLIMCIAN: J.McKernza 5 10 15 20 MOISTURE CONTENT- % Offices: Cincinnati, OH Anchorage. AK Dallas, TX Atlanta. GA Dayton, OH Baltimore. MD Denver, CO Corporate Office: Wianapofis. IN Griffith, IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL o:,!*,rr.uM _r. LcP.S;l` 128.1 --,; vD I,TUM I ,Content: i I 8.2 Specific Grcvity: 2.80 <-2.70 <-2.60 25 Respectfully Submitted, ATEC Associ s, Inc. v�v= John W. Harllee P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexzr4tia. VA Toledo, OH Chard*',VA ATEC ,Associates, Inc. 1779 Canova Street. S.E. Palm Bay, Florida 32909 IR— (305) 724-1273 �Pr-�,RT OR I • Oi . Moisture- Density Relati'C ,�sr,lr CLASS 'A DATE: 4/12/88 IProject: Sebastian I1ighlands Unit #17 CLIENT4 66 Project No: 71-72446 Chent: General Developmnt Core ?'ORK RELEASETM 871-04 'Yiot..rial Description: Brown sand with marl and shell Barber Street Sta 62+00 R/S DEPTH stabilized sub --rade 0+0 starts Sout i end Barber and SchLuTarm LAB# SH880480 140; 13 12 11 0 • TECt NICIAN: D.Jewell Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL 5 10 15 20 MOISTURE CONTENT - Tes; P�ielnc_ AASHTO T-180 ::um _ 125.4 _ inn i erlt I 8.0 Specific Grovi y: �---2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Associates Inc. ohn W. HarlleeP.E. Vice President_ Raleigh, NC - Salisbury, MD Affiliates: Savannah, GA Alexan ia. VA Toledo, OH Chan trRy. VA Washinqton, DC Newport News. VA Corporate Office: Indianapolis. IN Cincinnati. OH Dallas. TX Griffith. IN Longmont. CO Dayton. OH Huntsville. AL Lousiville. KY Denver, CO Indianapolis, IN Miami, FL FL Wayne. IN Jacksonville. FL Montgomery. AL Tes; P�ielnc_ AASHTO T-180 ::um _ 125.4 _ inn i erlt I 8.0 Specific Grovi y: �---2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Associates Inc. ohn W. HarlleeP.E. Vice President_ Raleigh, NC - Salisbury, MD Affiliates: Savannah, GA Alexan ia. VA Toledo, OH Chan trRy. VA Washinqton, DC Newport News. VA ATEC Associates, Inc. 1779 Canova Street. S.E. / 1 U Palm Bay. Florida 32909 REPOR 1 (305) 724-1273 Of Project! Sebastian F Client: General Ipv Material Description Moisture -Density Relationship CLASS A 4/13/88 Unit #17 CLIENT# 66 Project No: 71— Corp 1,70RY, RELEASE # 387 sand with marl and trace of shell S o m p l e i oc o t i on = Barber Street Sta 46+00 0+0 starts South End Barber and S 120 >- 105 M DEPTH: stabilize IAB# SH880481 Test Metho':. { AASITM T-180 ! %iaximum ter, Dense i )' 115.4 Pc; 'optimum .% sure Conten;: 8.0 i 950 5 10 15 20 MOISTURE CONTENT - • TECHNICIAN: D.Jewell Corporate Office: Indianapolis. IN Offices: T Griffith, IN Longmont, CO 9 I I Huntsville, AL KY Atlanta, GA Baltimore, MD Denver, CO Indianapolis. IN p Jacksonville, FL ' '• i � ! � I I n t I� Ft. Wayne, IN Gaitherburg. MD I I Nashville, TN Chicago, IL -77 i llii I II !jlI i !; I IHIM ! 1 II il!I II III! I i 950 5 10 15 20 MOISTURE CONTENT - • TECHNICIAN: D.Jewell Specific Gravity 2.80 <-2.70 C_ 2..6 0 25 Respectfully Submitted, ATEC As i t Inc. Com'-�A HaP2.E. Vice President Raleigh, NC Affiliates* Alexandria. VA Savannah, GA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO 9 Anchorage, AK Dayton, OH y Huntsville, AL KY Atlanta, GA Baltimore, MD Denver, CO Indianapolis. IN p Jacksonville, FL MiamLousi.ifl L Miami, FL Montgomery. AL 9 ry• Birmingham, AL Ft. Wayne, IN Gaitherburg. MD Lexington, KY Nashville, TN Chicago, IL Specific Gravity 2.80 <-2.70 C_ 2..6 0 25 Respectfully Submitted, ATEC As i t Inc. Com'-�A HaP2.E. Vice President Raleigh, NC Affiliates* Alexandria. VA Savannah, GA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA ATEC Associates, Inc. 1779 Canova Street. S -E. 0 0 Palm Bay. Florida 32909 R EEP 0 R V (305) 724-1273 of Moisture -Density Relationship CLASS A n . Arr. 4/13/88 Project! Sebastian Fighlands Unit #17 CLIENI# 66 Project No: 71-72-046 WORM. RELEASE # 3871-04 Client : General Development Corp. Material Description: Brown sand with traces of marl and shell Corporate off Ice: ind-anapolis. IN Sample LocotionBarber Street Sta 32+00 R/S DEPTH: stabilized subgrade 0+0 starts South End Barber and Schumann LAB# SH880482 Griffith, IN (Test vletrlc-*�' AASHTO T-180 IMUA111SUrl! 'Density 114.3 cct 120 Dayton, OH Huntsville, AL Lousiville. KY Atlanta, GA Baltimore, MD Denver. CO Indianapolis. IN Jacksonville, FL Miami, FL Montgomery, AL Birmingham, AL FL Wayne, IN Gaitherburg, MD Lexington, KY Nashville, TN Chicago. IL i 51 110 loptimum Vjo:iLjre Content: 8.4 >- 105 IUUI Specific Gravity -2.60 c--2.70 2.60 IF I N1 I I 0 5 10 15 20 MOISTURE CONTENT - */o 0 TECHNICIAN: J.MicKenna 25 Respectfully Submitted, ATEC Ass 'a, s Inc. 3'�Olh� r1lee 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 Norlolk. VA Corporate off Ice: ind-anapolis. IN Offices: Cincinnati, OH Dallas. TX Griffith, IN Longmont. CO Anchorage. AK Dayton, OH Huntsville, AL Lousiville. KY Atlanta, GA Baltimore, MD Denver. CO Indianapolis. IN Jacksonville, FL Miami, FL Montgomery, AL Birmingham, AL FL Wayne, IN Gaitherburg, MD Lexington, KY Nashville, TN Chicago. IL 25 Respectfully Submitted, ATEC Ass 'a, s Inc. 3'�Olh� r1lee 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 Norlolk. VA ATEC Associates, Inc. V 1779 Canova Street, S.E. Palm Bay. Florida 32909 REPORT (305) 724-1273 01 • Moisture -Density Relation shjp �.ojact: Sebastian Highlands Unit #17 CLIENT# 66 Client: General Development Corp. I tv:aterial Description: Gray sand with marl and shell • CLASS A _ DATE; 4/13/88 Project No: 71-72-046 WRY, RELEASE # 3871-04 �;-•mr.le Location Barber Street 36+00 L/S DEPTH: stabilized subgrade n+n starts South End Barber and Schumann IAB-Af SH880483 .2 z >- 105 wo ' J I I S I l\ i 1 II! Iii I gill Illl!I j JI!i i`il II!i I [7T+ I I i sill Ilii I I I I I t I I I I i 9595 0 5 . TECHNICIAN: D. Jewell Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Cincinnati, OH Dallas, TX Dayton, OH Denver, CO FL Wayne, IN Gaitherburg, MD 10 15 20 MOISTURE CONTENT- 0/6 Corporate office:lndlanapolis. IN Griffith, IN Longmont. CO Huntsville, AL Lousiville, KY Indianapolis. IN Miami, FL Jacksonville, FL Montgomery, AL Lexington, KY Nashville, TN Test Methco: AAShM T-180 !Maximum L;r i Density: 115.9 ^C '0re I ptirr.�.,� 11'c:s°u 1 Conten. ; 8.5 C/ i O j Specific Gravity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, TE Assoe Inc. W. Xe�e Vice President Raleigh, NC Affiliates:Salisbury, MD Alexandria. VA Savannah, GA Chantilly, VA Washingttoon, DC Toledo, Newport News. VA West Palm Beach, FL Norfolk. VA 9595 0 5 . TECHNICIAN: D. Jewell Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Cincinnati, OH Dallas, TX Dayton, OH Denver, CO FL Wayne, IN Gaitherburg, MD 10 15 20 MOISTURE CONTENT- 0/6 Corporate office:lndlanapolis. IN Griffith, IN Longmont. CO Huntsville, AL Lousiville, KY Indianapolis. IN Miami, FL Jacksonville, FL Montgomery, AL Lexington, KY Nashville, TN Test Methco: AAShM T-180 !Maximum L;r i Density: 115.9 ^C '0re I ptirr.�.,� 11'c:s°u 1 Conten. ; 8.5 C/ i O j Specific Gravity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, TE Assoe Inc. W. Xe�e Vice President Raleigh, NC Affiliates:Salisbury, MD Alexandria. VA Savannah, GA Chantilly, VA Washingttoon, DC Toledo, Newport News. VA West Palm Beach, FL Norfolk. VA Test Methco: AAShM T-180 !Maximum L;r i Density: 115.9 ^C '0re I ptirr.�.,� 11'c:s°u 1 Conten. ; 8.5 C/ i O j Specific Gravity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, TE Assoe Inc. W. Xe�e Vice President Raleigh, NC Affiliates:Salisbury, MD Alexandria. VA Savannah, GA Chantilly, VA Washingttoon, DC Toledo, Newport News. VA West Palm Beach, FL Norfolk. VA ATE Associates, Inc. CLASS A VV1779 Canova Street, S.E. Palm Say. Florida 32909 REPORT (305) 724-1273 O • Moisture- Density Relationship • DATE: 4/13/88 °roject: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046 Client: General Development Corp. WORK RELEASE# 3871-04 i iM a t e r i o l Description: Brawn sand with marl and shell 14C 13` 13C 12C MEN ME Corporate Office: Iwianapolis. IN Offices: Cincinnati. OH Semple Locotion: Barber Street Sta 28+00 C/L DEPTH: stabilized subgrade 0+0 starts South End Barber and -Schumann LAB# SH880484 14C 13` 13C 12C 115' 0 5 10 15 20 MOISTURE CONTENT- % • TECHNICIAN: J.McI:erma MEN ME Corporate Office: Iwianapolis. IN Offices: Cincinnati. OH SIMONSON 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 FL Wayne, IN Jacksonville, FL Montgomery. AL Chicago, IL Gaitherburg, MD Lexington. KY Nashville, TN MESON ENSIONEEMSEEMSEN MESON 115' 0 5 10 15 20 MOISTURE CONTENT- % • TECHNICIAN: J.McI:erma (Test Meihoc: I AASIM T-180 IMOXImum DIr Dens y: 122.1 0 i I Optimum ,.. isture Content: I j 8.7 Specific Gravity 2.8 0 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Ass late ,,I_nc. ohn W. Harllee P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chard&y. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk VA Corporate Office: Iwianapolis. 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 FL Wayne, IN Jacksonville, FL Montgomery. AL Chicago, IL Gaitherburg, MD Lexington. KY Nashville, TN (Test Meihoc: I AASIM T-180 IMOXImum DIr Dens y: 122.1 0 i I Optimum ,.. isture Content: I j 8.7 Specific Gravity 2.8 0 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Ass late ,,I_nc. ohn W. Harllee P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chard&y. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk VA ATE Associates, Inc. vy1779 Canova Street, S.E. Palm Bay, Florida 32909 REPORT (305) 724-1273 of • Moisture- Density Relationshic � 0 CLASS A DATE: 4/13/88 Project: Sebastian Highlands Unit #17 CLIENT#, 66 Project No: 71-72-046 Client: General Development Corp. WORK RELEASE# 3871-04 Material Description: Brown sand with marl and shell I i �cmple Location: Barber Street Sta 40+00 DEPTH: stabilized subgrade 0+0 starts South End Barber and - Schumann LAB# 511880485 14( 13` 12( 115' 0 5 10 15 20 MOISTURE CONTENT - . TEC wciAN: Longmont, CO D. Jewell Offices: Cincinnati. OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL Ft Wayne. IN Chicago, IL Gaitherburg, MD �MINE MIE MIME IMM EMEIE I- E MIME ME MW MEN VAMIM EN NIMEWn MIZE MM EM=M n��wm E mm�m� 115' 0 5 10 15 20 MOISTURE CONTENT - . TEC wciAN: Longmont, CO D. Jewell 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 Test Method: AASY.TO T-1 i 1Moxir, um Dr; Dens, y: / 120.7 i C i i i Optimum I':cisture Content: 8.5 j ,o Specific Gravity: 2.80 <-2.70 <-2.60 25 Respectfully Submitted, ATEC Associate4s, Inc. �W. Harllee P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandra. VA Toledo, OH chantrlh•. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk VA ATE Associates, Inc. CLASS A VV1779 Canova Street, S.E. Palm Bay, Florida 32909 R- � (305) 724-1273 I ,EPGR 1 • O Moislure-Density Relationsnlc DATE: 4/13/88 reject: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-0.46 C!ient: General Development Corp. L.IORK RELEASE# 3871-04 'Y,oteriol Description: Brown sand with marl and traces of shell . le Location: Barber Street Sta 44+00 R/S DEDTH: stabilized subgrade Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA 0+0 starts South End Barber and' Schumann LAB#, SH880490 14( 13` 13C 12C 115 0 5 10 15 20 MOISTURE CONTENT- % • TECHNICIAN: D.Jewell 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 ; 1 i i I I S 1 •, \ \{ � I l ! ! ! I ! ! i 1 1 I I\ 1 1 1 \ 1 ' IA 1 ! i I ! ! ! i I l i i i 1 5 10 15 20 MOISTURE CONTENT- % • TECHNICIAN: D.Jewell is -z'• i1iee1hGC: AASHM T-180 I c...liy(T. Ur. 120.7 i V:...�ilJill I:'•"�: �1 .. j .. Cc.. ent: 9.0 f-� Specific Gravity: 2.80 <— 2.7 0 <-2.60 25 Respectfully Submitted, ATEC Ass fates Inc. W '--'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 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 is -z'• i1iee1hGC: AASHM T-180 I c...liy(T. Ur. 120.7 i V:...�ilJill I:'•"�: �1 .. j .. Cc.. ent: 9.0 f-� Specific Gravity: 2.80 <— 2.7 0 <-2.60 25 Respectfully Submitted, ATEC Ass fates Inc. W '--'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 0 � 0 ATEC Associates, Inc. V1779 Canova Street. S.E. Palm Bay, Florida 32909 RIE P 0 R T (305) 724-1273 9 01 Moisture -Density Relationship CLASS A DATE: 4/12/88 qi e c t! Sebastian Highlands Unit #17 CLIENT#66 Project. No: 71-72-046 lir-nt: General Development Corp WORK RELEASE# 3871-04 eriol Description: Brown sand with marl and shell S--nple Location' Barber Street Sta 4+00 C/L DEPTH: stabilized subgrade! 0+0 starts South End Barber and Schumm Drive LAB# SH880471 140 135 13-0 >- 125 12( 115 0 5 • TECHNICIAN: 15 20 D.Jewell MINNIE Offices: Cincinnati, OH Anchorage, AK 7�1��a8�®►v .%I Dayton, OH ENGINE N I I I I I I Chicago, IL Gaitherburg, MD E MENNEN000- ink MENNE MN NO MENOMENESEEN ON 000001 N i\\ I i 5 • TECHNICIAN: 15 20 D.Jewell MINNIE Offices: Cincinnati, OH Anchorage, AK 7�1��a8�®►v .%I Dayton, OH ENGINE Denver, CO Birmingham, AL Ft. Wayne, IN Chicago, IL Gaitherburg, MD E MENNEN000- ink MENNE MN NO MENOMENESEEN ON 000001 5 • TECHNICIAN: 15 20 D.Jewell CONTENT- Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MO Denver, CO Birmingham, AL Ft. Wayne, IN Chicago, IL Gaitherburg, MD 10 15 20 MOISTURE CONTENT- Corporate Office: Indianapolis. IN Griffith. IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL Lexington, KY Nashville, TN m - !Test Meth"'. AASHTO T-180 IMI 0 X I mum ens D :�Y: , 122.3 pc; iOptimum i'v's-ci5ture ,-onjenf: 8.3 C/. Specific Grcvi.y: F-- 2.80 <-2.70 <-2.60 25 Respectfully Submitted, ATEC Ass ciat Inc. John W. Harllee P.E. Vice President Raleigh. NC Salisbury, MID Affiliates: Savannah. GA Alexandria. VA Toledo, OH Chararity. VA Washington, DC Newport News. VA West Palm Beach. FL Nodolk VA ATEC Associates, Inc, CLASS A VV1779 Canova Street. S.E. Palm Bay. Florida 32909 (305) 724-1273 REPOR i aMoisture- Density Relationship DATE: 4/12/88 i I�roject, Sebastian Highlands Unit #17 CLIENT$# 66 Project No: 71-72-046 1 !C'ient: General Development Corp. WORK RELEASE# 3871-04 1'1',oteriol Description: Brown sand with marl and shell 0+0 starts South end Barber and Schumann Drive i C_mple Location: Barber street Sta 6+00 L/S DEPTH: stabilized sub. LAB# SH880472 14 13` 13C z 12= 12C 115 0 5 • TECHNICLAN: Longmont, CO D.Jewell Lousiville, KY Offices: Cincinnati, OH Anchorage. AK • Atlanta, GA � \I I� S I I I I I Birmingham, AL Ft. Wayne. IN i 1 1 I \ ! I ! i\I , i I • �I �i I !' I 1�1i�\i�\I�! I ; Al 'Ili i t I I i� l j l l' I l i It ! I ! I ! .i ' " I I ji i l I� II I Ii II !Ilii I 5 • TECHNICLAN: Longmont, CO D.Jewell Lousiville, KY Offices: Cincinnati, OH Anchorage. AK Dallas, TX Atlanta, GA Dayton. OH Baltimore, MD Denver, CO Birmingham, AL Ft. Wayne. IN 10 15 20 MOISTURE CONTENT- Corporate ONTENT- Corporate Office: Indianapolis. IN Griffith, IN Longmont, CO Huntsville. AL Lousiville, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL ITes, ;V�eth.,_ I- AASHTO T-180 !IVIOXImUM Density 126.5 IIUPI [mum Content: I ( 8.2 ° Specific Gravity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Ass ' late,, Inc. An tit.. uQ bl -John W. Harllee_ P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newow News. VA ATEC Associates, Inc. VV1779 Canova Street. S -E - Palm Bay. Florida 32909 REP0R T (305) 724-1273 of 9 • • Moisture -Density Relationship CLASS A nA=. A /,') /QQ Project! Sebastian Highlands Unit #17 CLIENI# 66 Project No: 71-72-046 Client: General Development ORK. RELEASE # 3871-04 P'� Corp.rP• Atlanta. GA Dayton. OH Material Description: Brown sand with marl and shell 1 FL Wayne. IN i Simple Location Barber Street Sta 8+00 R/S DEPTH: stabilized subgrade 0+0 starts South Find Barber and Schumann Drive LAB# SH880473 I I l2 0 ! _ Corporate Office: Indianapolis. IN Raleigh, NC Griffith, IN Longmont. CO g I I ! Lousiville, KY Miami, FL I I Montgomery. AL Washington, DC West Palm Beach, FL Norlotk. VA Lexington, KY Nashville, TN Consulting Geotechnical-) Materiats Engineers. and Environmental Scientists (Test Metnc;-' ! AASLTTO T-180. i I I II��I IIS �II!'�i iMoximum ! �Densit!': 116.8 pcf l{0IOp I I I I tlm; m. v, isiure I I \\\I Conten;: 8.0 Z: >-I05 I I ii i Specific Gravity: I I I�11? I-2.80 IIlil�l I I I I � j11 ii I I J <-2.70 1 I I I I<-2.60 li --F #il III IFT 1 11 I 1 I I 1 1 I 11 1 1 1 1 till_ Zvi- 0 5 TECHNICIAN: D.Jewell Offices: Cincinnati. OH Anchorage. AK Dallas, TX Atlanta. GA Dayton. OH Baltimore. MD Denver. CO Birmingham, AL FL Wayne. IN Chicago. IL ' Gaitherburg. MD 10 15 20 25 MOISTURE CONTENT- % Respectfully Submitted, A C Asi s,� Inc. 'I'v, UJ John W.rllee P.E. Vice President y Corporate Office: Indianapolis. IN Raleigh, NC Griffith, IN Longmont. CO g Salisbury. MD Milan ria. V . Savannah, GA Alexandria. VA Huntsville, AL Indianapolis. IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Jacksonville. FL Montgomery. AL Washington, DC West Palm Beach, FL Norlotk. VA Lexington, KY Nashville, TN Consulting Geotechnical-) Materiats Engineers. and Environmental Scientists ATEC Associates, Inc. VV 1779 Canova Street. S.E. Palm Bay. Florida 32909 REPORT (305) 724-1273 • O Moisture- Density Relationship • CLASS A DATE: 4/12/88 oject: Sebastian Highlands Unit #1`17 CLIENT# 66 Project No: 71-72-046 I Lp i I ri;—. r-cinrnrnl Tlovolnrrrv3nf- r'nrn TJ nT?u RT?T T: ACFAi Z4 -7•I rl/. j;Yateriof Description: Light brown sand with marl and shel � -mple Location: Barber Street Sta 10+00 C/L 0+0 starts South End Barber and -Schumann Drive 14( 13` 12C 115 0 1 � DEPTH: stabilized subgrade': LAB# SH880474 • TECkNICIAN: J.McKenna 5 10 15 20 MOISTURE CONTENT- % 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 r'hinann Il. r iel.n.h,nn yen i —i—f— wv �� vm l�lmm ME ■��n���n�� • TECkNICIAN: J.McKenna 5 10 15 20 MOISTURE CONTENT- % ITes', Method, I AASHPO T-180 W10XImum Dr" i D=—n`Ii y' 12.2.9 0 i jOpilii urn i�',CiS'Ufc Con I en': 1 8.5 Bio Specific Gravity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Ass ci t , Inc. Uj hn�� W. Harllee P.E. Vice PresidentV Raleigh. NC Salisbury. MD Affiliates: Savannah, GA Alexanoria. 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 r'hinann Il. r iel.n.h,nn yen i —i—f— wv ITes', Method, I AASHPO T-180 W10XImum Dr" i D=—n`Ii y' 12.2.9 0 i jOpilii urn i�',CiS'Ufc Con I en': 1 8.5 Bio Specific Gravity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Ass ci t , Inc. Uj hn�� W. Harllee P.E. Vice PresidentV Raleigh. NC Salisbury. MD Affiliates: Savannah, GA Alexanoria. VA Toledo, OH Chantilly. VA Washington. DC Newport News. VA ATEC Associates, n • CLASS A VV1779 Canova Street, S.E. Palm Bay, Florida 32909 REP0R (305) 724-1273 01 Moisture -Density Relationship • • 4/12/88 Is Project! Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046 Client General Development Corp. WORK RELASE # 3871-04 M o t e r i o l Description: Brown sand with marl and shell I ' Somple Location: Barber Street Sta 12+00 DEPTH: 0+0 starts South End Barber and Schumann LAB# SH880475 I I 120 ,15 10 z L: r-1 INJO 95 0 5 TECHNICIAN: J•McICenna • 25 Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL FL Wayne, IN Chicago, IL I i I I I I A Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Huntsville, AL Indianapolis, IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Jacksonville, FL Montgomery, AL Washington. DC West Palm Beach, FL Norfolk. VA Lexington, KY Nashville, TN Corisutting Geotechnical Materials Engineers. and Environmental Scientists ilii i i 1i1 I 1\.II�,�! I I I I I I I I I I I I I I I I I II i I I fill I 111� 711N ' III II I IIIII IEl Ii I I II ii I I I I I I , 95 0 5 TECHNICIAN: J•McICenna • 25 Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL FL Wayne, IN Chicago, IL Gaitherburg, MD Test Method: AASITTO T-180 i Maximum Dr; Dens iiy: 115.4 Dcf i I 'Optimjm Mois?ure Content: 9.0 Specific Grovity: —2.80 <-2.70 <--2.60 10 15 20 25 MOISTURE CONTENT - % Respectfully Submitted, A C Ass a s, Inc. r= W r lee P.E. _ Vice President Corporate Office: Indianapolis. IN Raleigh, NC Griffith, IN Longmont. CO g Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Huntsville, AL Indianapolis, IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Jacksonville, FL Montgomery, AL Washington. DC West Palm Beach, FL Norfolk. VA Lexington, KY Nashville, TN Corisutting Geotechnical Materials Engineers. and Environmental Scientists � 0 ATEC a Associates, Inc. 1779 GanOva Streci. S.E. _ VV ot Palm Say. Florida 32909 LORI (30) 72.1-1273 VioisIure- Density Q i I,ion shID -r,ipct: Sebastian Highlands Unit #17 CLASS A DATE- 4/12/88 C IENF# 66 Project No: 71-72-046 t�tORY. RELEASE # C l i- n t: General Development Corp IM,cierioI Description: Brown sand with traces of marl ! Barber Street Sta i6+00 C/L DEP??: stabilized subgrade ' 0+0 starts South End Barber and Schumann IAls- SH880476 z7j0 10 1 c 20 25 MOISTURE CON iENT - I I I 1 I I N. I. Corporate 01Nce::Nianapor-s.IN Raleigh, NC offices: Gncmnati, OH, Griffith, IN Longmont. CO g o i It; 1 Anchorage, AK Dallas, TX Dayton OH Huntsville, AL Lousiville KY Savannah GA :' Toledo, OH.'-:-. Chamdh. VA Atlanta, GA Baltimore, MD Denver. CO Indianapolis. IN I I •I � I 1 �� ( I II �i IjI i.I I I lIII I 1 i I I I I.I i I z7j0 10 1 c 20 25 MOISTURE CON iENT - TECHNICIAN: J.McKenna Corporate 01Nce::Nianapor-s.IN Raleigh, NC offices: Gncmnati, OH, Griffith, IN Longmont. CO g Salisbury. MO Affiliates: A1exarcria•VA Anchorage, AK Dallas, TX Dayton OH Huntsville, AL Lousiville KY Savannah GA :' Toledo, OH.'-:-. Chamdh. VA Atlanta, GA Baltimore, MD Denver. CO Indianapolis. IN Miami, FL Washinoton.00 NewpVt News. VA ATEC Associates, Inc, CLASS A 1779 Canova Street. S.E. VV Palm Bay. Florida 32909 (305) 724-1273 I r PC r) x O • MoisIure-DensiIy PeIation ship is DATE: 12 May 88 roject: Sebastian Highlands CLIENT# 66 project No: 71-72-046 tient: General Development Corp. WORK RELEASE# 3871-04 ':'oteriol Description: Crushed Coquina �-:c-r;ple _ccation: Pipe 28, 28-A, 28-B DEPTH: Base LAB;; SH880736 140 135 13C 12 12C 115 0 • TECHNICIAN: I i AASHTO T180 I I IViox ..._-. 126.9 , Specific Gro ity" X2.80 <-2.70 c-2.60 5 10 15 20 25 MOISTURE CONTENT- J. ONTENT-J. McKenna i I I I Offices: Anchorage, AK Cincinnati, OH Dallas, TX I i Longmont. CO Raleigh, NC Sa'.isbury, MD l ex r -tre. VA Ale Atlanta, GA _ Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Toledo, GH nt,ify . Chanhlf)• VA Baltimore, MD AL Denver, CO Wayne, IN Indianapolis, IN Jacksonville, FL Miami, FL Montgomery. AL Washington, DC Newpon NewS. VA Birmingham, f. ti;— _ It Ft. r•..:rtinrhn.n AAr) I —1—f— KV i i i I i I � '• I I i I ��\ � \ I S I I I x !!\'\I ! l i I I► I I I I III\41 I i I I I I l i I M I I I ( I I I I I I I I I I I II IIIlI I I I ! 115 0 • TECHNICIAN: I i AASHTO T180 I I IViox ..._-. 126.9 , Specific Gro ity" X2.80 <-2.70 c-2.60 5 10 15 20 25 MOISTURE CONTENT- J. ONTENT-J. McKenna Corporate Office: Wianapolis. IN Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont. CO Raleigh, NC Sa'.isbury, MD l ex r -tre. VA Ale Atlanta, GA _ Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Toledo, GH nt,ify . Chanhlf)• VA Baltimore, MD AL Denver, CO Wayne, IN Indianapolis, IN Jacksonville, FL Miami, FL Montgomery. AL Washington, DC Newpon NewS. VA Birmingham, f. ti;— _ It Ft. r•..:rtinrhn.n AAr) I —1—f— KV KI—K, ill. TN Woof Pal— goo.h R Norfolk. VA ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 RLEP 0RT (305) 724-1273 of • Moisture -Density Relationship CLASS A DATE: 4/28/88 ✓roject_ Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046 Client: General Development Corp. WORK RELEASE# 3871-04 I I'ioteriol Description: Gray sand with marl l j 0+0 starts South End Barber and Schumann c m I e Loc clt i on � Barber Street Sta 0+50 C/L DEPTH: stabilized subgrade ! LAB# SH880602 14C 13f • 12C 115 0 5 TECHNICIAN: J.MCKenna Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Cincinnati, OH Dallas. Tx Dayton, OH Denver, CO Ft. Wayne, IN Gaitherburg, MD 10 15 20 MOISTURE CONTENT- Corporate Office: Indianapolis. IN I l i l II Huntsville, AL ! 11 ; Indianapolis, IN ► `'�.I�I Illi Montgomery. AL Lexington, KY Nashville, TN Norfolk. VA `J I I:J i I l i I i I l i i l l I i i 1 1 1 I l l i i l i t I III\I i I 'I Il I I ii II I II `i I ► i I! II III!I J III i it I! I illl 5 TECHNICIAN: J.MCKenna Offices: Anchorage, AK Atlanta, GA Baltimore, MD Birmingham, AL Chicago, IL Cincinnati, OH Dallas. Tx Dayton, OH Denver, CO Ft. Wayne, IN Gaitherburg, MD 10 15 20 MOISTURE CONTENT- Corporate Office: Indianapolis. IN Griffith, IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery. AL Lexington, KY Nashville, TN 25 (Test Method: AASHTO T-180 i �Nloximum Cr, I Dens:; 128.9 c; i loptlmUrn 11'ICiS':Urc i Content I j 9.0.10 Specific Grovity: 2.80 <-2.70 c-2.60 '71 Ijj -4 f Raleigh. NC Salisbury, MD Affiliates: Savr,nnah. GA Alexandna. VA Toledo, CH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA ATEC Associates, Inc. CLASS A 1779 Canova Street. S.E. Palm Bay. Florida 32909 Q— (305) 724-1273 O • Mloisture-Density R,--ietionship r� • Project! Sebastian Iii hlands Unit #17 CLIENT# 66 ?rojeci No:_ _ ! WORM.PELF–ASE # Clint: General Development Corp. 3871-04 I rfmio'erid Description: Dark gray sand with marl and shell I S:-mDle 1–c�c01i0 Barbe 0+0 starts South End Barber and Scl-rarann '20 I– Z >- 105 • • DEPT-'-',: crahi 1 i e L4&.' SH880547 95 0 5 10 15 20 MOISTURE CONTENT- % TECMCIAN: J.McKenna Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver. CO Rirminoham. AL Ft. Wayne. IN N AI i l IIIA, t i ! t I ! f ! I t I I I i II II! i 111! !s II II ill III I I TT L; I 95 0 5 10 15 20 MOISTURE CONTENT- % TECMCIAN: J.McKenna Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver. CO Rirminoham. AL Ft. Wayne. IN Corporate Office: Indianapolis. IN Griffith, IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL -. Jacksonville, FL Montgomery; AL i ra rjA i i ;Test Mathoc P.ASHM T-180 'v10xl;T:u;,: Densi; 114.9 1 Coni em: 8.7 0 Specific Groviiy: —2.80 <-2.70 c 2.60 25 Respectfully Submitted, 41leAss 1 t , Inc. r ee 17.E. Vice President Raleigh, NC Affiliates: Salisbury, MO Alexandria. VA Savannah, GA Chantiliy.VA Toledo, OH Washington. DC Newport News. VA 1,1,,.. o.,,.., 0—k ct Norfolk. VA ATEC Associates, Inc. 1779 Canova Street, S.E. I • Palm Bay. Florida 32909 REP)0R (305) 724-1273 pi Moisture- Density Relationship Project: Sebastian Highlands Unit #17 C •. i e n t: General Development Cori). CLASS A 4/14/88 CI,IEI`TI# 66='oject No: 71-72-046 RELEASE # 3871-04 Nl^terial Description: Broca sand with marl and s i - r�- anon Barber Street Sta 12+00 DED' ': stabilized sub gcle 5+0 starts South EYKI Barber and Schumann LA B__ S11880503 ;20. f�C - 105 10C 9� 0 • TECHNICIAN- Offices: ECHNICIAN Offices: Anchorage. AK Atlanta. GA Baltimore. MD Birmingham, AL 5 10 15 20 MOISTURE CONTENT - D.Jewell Corporate office: Indianapolis. IN Cincinnati. OH Dallas. TX Griffith. IN Lon monL CO g Dayton. OH Huntsville. AL Lousiville, KY Miami. FL Denver. CO Ft. Wayne. IN Indianapolis. IN Jacksonville. FL Montgomery. AL I i Il�St \r;�it10G: AASITM T-180 115.8 ^c ._.ire �or:ter, 8.8. Specific Gravity F--2.80 <-2.70 c--2.60 25 Respectfully Submitted, ATC Ass i. to , Inc. 1Jj�, �h �C John W. I-Lazlee. Vice President Raleigh. NC Salisbury. MD Affiliates: - Savannah. GA Atexandria. VA Toledo. OH Chantilly. VA Washington. DC Newport News. VA \Nott Palm Roarh FI Norfolk. VA ATEC Associates, Inc. CLASS A V 1779 Canova Street. S.E. Palm Bay, Florida 32909 REPORT (305) 724-1273 of • Moisture -Density Relationship • DATE: 4/13/88 "oject: Sebastian Highlands thzi.t #17 CLIENT# 66 Project No: 71-72-046 i , Client= General Development Corp. WORK RELEASE# 3871-04 Jo t e r i o l Description: Brown sand with marl and shell i Scrapie Location' Barber Street Sta 34+00 C/L 0+0 starts -South End Barber and Sclnimann 14C 13f 12C DEPTH: stabilized subgrade LAB# SH880488 i 115' 0 5 • TECHNICIAN: 15 20 J.McKerma Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver. CO Birmingham, AL Ft. Wayne. IN Chicago, IL I Gaitherburg, MD ESSEN 115' 0 5 • TECHNICIAN: 15 20 J.McKerma Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver. CO Birmingham, AL Ft. Wayne. IN Chicago, IL I Gaitherburg, MD 10 15 20 MOISTURE CONTENT- Corporate Off Ice: Indianapolis. IN Griffith, IN Longmont, CO Huntsville. AL Lousiville. KY Indianapolis, IN Miami. FL Jacksonville, FL Montgomery. AL Lexington. KY Nashville, TN (Test Meth^;c-: I AASHTO T-180 i 1MoxImum Dr; 1 Densi; y: 125.1 ioplimum Content: 1 8.8 f Specific Grovity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Assoc't Inc. ohn W. Harllee P. E. Vice President Raleigh, NC Salisbury. MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Charudy. VA Washington, DC Nev=n News. VA West Palm Beach, FL Nordolk VA ATEC Associates, Inc. 1779 Canova Street. S.E. • I • Palm Bay. Florida 32909 REPORT (305) 724-1273 of Moisture -Density Relationship CLASS A 4/13/88 Project: Sebastian Highlands Unit #17 CLIENT# 66 Project N o : 71-72-046 Client: General Development Corp. WORK RELFA.SE # 3871-04 �I o' e r i o I D e s c r i p t i o n: Dark brown sand with marl and shell Sn-mnie + ecation: Barber Street Sta 38+00 R/S DEPlIH: stabilized subgrade 4 I IAB# SH880489 120 K61 loc 95 0 5 10 15 20 MOISTURE CONTENT- • TECINICIAN: J.McKenna Corporate office: Irdanapolis. IN Offices: Anchorage, AK Cincinnati, OH Dallas. TX Griffith, IN I I I Atlanta, � �•' �� I I MiamLousi,i FLle. Miami, FL e. Baltimore. MO Birmingham. AL FL Wayne, IN Jacksonville, FL Mont om e AL Montgomille. TN Chicago. IL Gaitherburg, MD Lexington, KY I l ! I I\ 1 ' I � i I\ I �•. I j + i I I ; l i I �•� I i i i I I i l I 9 \ i\ ►:Illi II II �� I 'j I III I iilll �II 1111 I I III I I i i 1 I I I I I I I I 95 0 5 10 15 20 MOISTURE CONTENT- • TECINICIAN: J.McKenna Test NlethoC;= AASIM T-180 1 rVioxi tum i.:r Density 116.8 I !Oplimun t N'',..._. re I Conten.: 8.8 0 Specific Grovity: 2.80 <-2.70 C---2.60 25 Respectfully Submitted, A AssZrat ►,Inc . I ohn lle"P.E. Vice President Raleigh, NC Affiliates: Alexandria. VA Savannah, GA Chantilly. VA Washingttoon, DC Toledo, Newport News. VA West Palm Beach, FL Norfolk. VA Corporate office: Irdanapolis. IN Offices: Anchorage, AK Cincinnati, OH Dallas. TX Griffith, IN Longmont. CO g KY Atlanta, Dayton, OH y Denver, CO Huntsville, AL Indianapolis. IN p MiamLousi,i FLle. Miami, FL e. Baltimore. MO Birmingham. AL FL Wayne, IN Jacksonville, FL Mont om e AL Montgomille. TN Chicago. IL Gaitherburg, MD Lexington, KY Test NlethoC;= AASIM T-180 1 rVioxi tum i.:r Density 116.8 I !Oplimun t N'',..._. re I Conten.: 8.8 0 Specific Grovity: 2.80 <-2.70 C---2.60 25 Respectfully Submitted, A AssZrat ►,Inc . I ohn lle"P.E. Vice President Raleigh, NC Affiliates: Alexandria. VA Savannah, GA Chantilly. VA Washingttoon, DC Toledo, Newport News. VA West Palm Beach, FL Norfolk. VA ATEC Associates, Inc. VV ; 79 Canova Street. S.E Palm Bay.=lorida 32909—�C f • (305) 724-;273 �' r of IMoisIure-DensiIy F?eIaiions�is. � 0 CLASS A DATE: 3/19/88 j '-oject: Sebastian Highlands ULIP-N1=1 66 Project No:i 71-72-046 Cient: General Development Corp. G'OK RELEASE#, 3871-04 ::ateria: Descri pticn: Dark brown sand with marl and shell =mple Lecciti=r Barber Street Sta 50+00 R/S DE?TH: Stab-ilized Sub. LAB- SH880303 12 11 0 5 10 15 MOISTURE CONTENT- Technician: ONTENT-Technician: D.Lewis/J.McKenna 20 lest ilie" _ AASM T-180 :D= 120.8 i i Content• I l 9.7 Specific Gra ily" 2.80 <-- 2.7 0 c-2.60 25 Respectfully Submitted, ATEC Associates, Inc. (.cJ 6;jtri 1 Harllee, P.E. Vice President Raleigh. NC Salisbury, MD Affiliates: Savannah. GA Alexandria. VA Toledo, OH Charg&y. VA N~, 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 Ai—innh— Al Denver, CO L. W.— IM Indianapolis, IN Miami, FL CI \A—f--.— I 20 lest ilie" _ AASM T-180 :D= 120.8 i i Content• I l 9.7 Specific Gra ily" 2.80 <-- 2.7 0 c-2.60 25 Respectfully Submitted, ATEC Associates, Inc. (.cJ 6;jtri 1 Harllee, P.E. Vice President Raleigh. NC Salisbury, MD Affiliates: Savannah. GA Alexandria. VA Toledo, OH Charg&y. VA N~, VA • • ATEC Associates, Inc. CSS A 1779 Canova Street. S -E - VV Palm Bay. Florida 32909 RrEPOR (305) 724-1273 Li Moisture - Density Relationship _mDle Location: Barber Street Sta 58+00 C/L DEPTH: Stabilized Subgrade SH880306 [[i `test A -S= T-180 Dens: 112.8 Pc 0Dti7n_ .. `:: ._. re omen; �v 9.3 Specific Grovity: F-2.80 <-2.70 2.60 0 5 DATE: 3/19/88 P-oj,ct. Sebastian Highlands CLIENT# 66 Project No: 71-72-046 CONTENT- % Respectfully Sulmitted, C;ient: General Development Corp. i.40Fv RELEASE # 3871-04 i td; r i a I Description: Light brown grayish sand with traces of marl and shell ; l _mDle Location: Barber Street Sta 58+00 C/L DEPTH: Stabilized Subgrade SH880306 [[i `test A -S= T-180 Dens: 112.8 Pc 0Dti7n_ .. `:: ._. re omen; �v 9.3 Specific Grovity: F-2.80 <-2.70 2.60 0 5 10 15 20 25 MOISTURE CONTENT- % Respectfully Sulmitted, TEC As is es, Inc. TECHNICIAN: D.Lew��s/J .Mckenna 6eW. ee E. Vice President Corporate Office: Indianapolis. IN Raleigh. NC Offices: Anchorage. AK Cincinnati, OH Dallas, TX Griffith, IN Longmont. CO Salisbury. MO Affiliates: ry' Alexandria. VA Savannah. GA Atlanta, GA Dayton, OH Denver, CO Huntsville, AL Indianapolis, IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Baltimore, MD Birmingham, AL FL Wayne, IN Jacksonville, FL Montgomery. AL Nashville, TN Washington. DC West Palm Beach, FL Norfolk. VA Chicago, IL Gaitherburg. MD Lexington, KY Consulting Geotechrkal / Materials Engineers. and Environmental Scientists A,TEG Associates, Inc. VV.779 Canova Street. S E. -- :'alm Day. F!cr!da 3?909 JLDC,' '305; 724-1.273 • Oi jM01SIUr e-Del.sily CIat-oi?s� !r. Y � 0 I,A. :- A DATE: 3/19/88 I P: oJec?' Sebastian Highlands CLIENT# 66 Project No 71-72-046 nx General Development Corp. WORK RELEASE# 3871-04 :xeric D e s c r i D' i o n: Medium tan sand with marl and shell Barber Street Sta 63+00 C/L BES 1- Stabilized Sub. LAB# SH880307 j ( \ AASH'I0 T-=80 E \\ — 1 4 \, icX;M ' 125.0 130 _ e i ��� i I i Conk.., f 1 i I j i i 9.1 I i , - 125; I ASpecific �Gre-. ��-2.80 12 11 0 5 10 15 20 MOISTURE CONTENT - % TECHNICIAN: D.Lewis/J.McKenna <-2.70 <-2.60 25 Respectfully Submitted, AC Associates, Inc. W 364 aj �Jt- ohn W. Harllee, P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexar%=`a VA Toledo, OH Chang•, VA Washingtop,_ DC __ Newport News. VA Corporate Office: »1anapol s. 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, / <-2.70 <-2.60 25 Respectfully Submitted, AC Associates, Inc. W 364 aj �Jt- ohn W. Harllee, P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexar%=`a VA Toledo, OH Chang•, VA Washingtop,_ DC __ Newport News. VA ATEC Associates, Inc. vy1779 Canova Street, S.E. Palm Bay. Florida 32909 =cCEPGR (305) 724-1273 O • Moisture -Density Relationship • r CLASS A DATE: 3/19/88 oject Sebastian Highlands CLIENT# 66 Project No: 71-72-046 I Client: General Development Corp. WORK RELEASE# 3871-04 oterial Description: Brown sand with marl and shell cr^ple Location, Barber Street Sta 52+00 140 135 12( DEPTH:Stabilized Sub. LAB,,SH880308 11 5 INI 0 5 10 15 20 MOISTURE CONTENT - TECHNICIAN: D. Lewis /J. McKenna Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Anchorage. AK Dallas. TX Griffith, IN Longmont. CO !\i 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 MI;; I TTI II 1 1 i 'I II I 1 11 i I 'II I ! 11 5 INI 0 5 10 15 20 MOISTURE CONTENT - TECHNICIAN: D. Lewis /J. McKenna !Tess Nllefhcc: AASHIO T-180 Dans. 122.0 Comer : i j 8.4 ,o Specific Gravity: —2.80 <-2.70 <--2.60 25 Respectfully Submitted, ATEC As is es, Inc. r lee, .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 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 !Tess Nllefhcc: AASHIO T-180 Dans. 122.0 Comer : i j 8.4 ,o Specific Gravity: —2.80 <-2.70 <--2.60 25 Respectfully Submitted, ATEC As is es, Inc. r lee, .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 • U ATEC Associates, Inc. CLASS A VV1779 Canova Street. S.E. Palm Bay, Florida 32909 �, (305) 724-1273 C P C R O Moisture - Der:sity Relationship DATE: 3/19/88 =-oject: Sebastian Highlands CLIENT# 66 Project NO: 71-72-046 �ient: General Development Corp. WORK RELEASE# 3871-04 j',o;eriol Description: Tan sand with marl and shell =' ^p1e Location: Barber Street Sta 54+00 11/s DEPTH: Stabilized Sub, LAB# SH880309 14C 13f 12( 115 I 0 5 10 15 20 MOISTURE CONTENT - % TECHNICIAN: D.Lewis /J.McKenna Corporate Office: Indianapolis. IN Offices: I 1 I Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore. MD Denver, CO Indianapolis, IN Miami, FL I i Jacksonville, FL Montgomery, AL Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN i I ��. ! i V( � � I I I I I i til I II . I IIIII 'I i Illi I ! 1 115 I 0 5 10 15 20 MOISTURE CONTENT - % TECHNICIAN: D.Lewis /J.McKenna Tes P,i thO�: PASHTO T-180 is axi,..,;M D�^s_ 126.0 i vpi':''::^? ivi0(5iur� nt, i 8.6 ,o Specific Gravity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, AI'EC Associates, Inc. W As �-J John W. Harl e P.E. Raleigh, )Ice President Salisbury. MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newpon News. VA West Palm Beach, FL Norfolk. 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 Tes P,i thO�: PASHTO T-180 is axi,..,;M D�^s_ 126.0 i vpi':''::^? ivi0(5iur� nt, i 8.6 ,o Specific Gravity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, AI'EC Associates, Inc. W As �-J John W. Harl e P.E. Raleigh, )Ice President Salisbury. MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newpon News. VA West Palm Beach, FL Norfolk. VA ATEC Associates Inc. V 1779 Canova Street, S.E. Palm Bay, Florida 32909 REPORT (305) 724-1273 of • Moisture - Density ReluI1011ship • CLASS A nA' , 2/26/88 Project! Sebastian Hi hlands CLIENT# 66 Project No: 71-72-046 Client: General I)-evelopiTent Corp. WORM. RELEASE # 3871-04 Material Description: Tan sand with marl and shell MOISTURE Sample Location'. Barber Street Sta. 14+00 DEPTH: LAB## SH880213 120 1 115 I I I 110 ; ; I j Illi >- 105-- c c ii ;ill Il 100 i i l 1 I it .0 Ass dates Inc. John W. Vice president Corporate Office: Indianapolis. IN Raleigh, NC Test Melhod: AASHTO T-180 , � � IMoximum Dry Density: 1117.9 Pcf 1 1 1 10ptimum Moisture Content 7.9 % 1 i Specific Gravity: X2.80 1 1 I C--2.60 I Longmont. CO 9 Salisbury, MD Aexan ria, Savannah, GA Alexandria. VA Huntsville, AL Huntsville, Indiannpolis, IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Jacksonville, FL Montgomery, AL Washington. DC West Palm Beach, FL Norlotk. VA Lexington, KY Nashville, TN Consuluno Geotechnical / Materials Engineers. and Environmental Scientists I Al \ I I' I i I I i !l — � ill I I I I 7J 0 5 • TECHNICIAN: J.McKenna Offices: Cincinnati. OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore. MD Denver. CO Birmingham, AL Ft. Wayne. IN Chicago, IL Gaitherburg, MD 10 15 20 25 MOISTURE CONTENT- % P.espectfully Submitted, .0 Ass dates Inc. John W. Vice president Corporate Office: Indianapolis. IN Raleigh, NC IN Longmont. CO 9 Salisbury, MD Aexan ria, Savannah, GA Alexandria. VA Huntsville, AL Huntsville, Indiannpolis, IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Jacksonville, FL Montgomery, AL Washington. DC West Palm Beach, FL Norlotk. VA Lexington, KY Nashville, TN Consuluno Geotechnical / Materials Engineers. and Environmental Scientists ATEC ►ssociates, tract. 1779 Canova Street, S.E. K] • Palm Bay, Florida 32909 REPORT (305) 724-1273 of Moisture -Density Relationship CLASS A nA`T'17. 2/2.5/88 Project! Sebastian Highlands CI,IENF# 66 Project N o : 71-72-046 Client: General Developmet Co WORK RELEASE # 3871-04 Material Description : Tan and reddish brown sand with Sample Location' Various Areas on site DEPTH: IAB# SF.880214 120 I I i i i t I 115 Lr ! ' 110 V); I I >- 105 j I loo I I I I j I I I I Test Method: I AASHTO T-99 I i (Maximum Cry Density i l i 104.5 pcf 1 (Optimum IVioisture Content: I 11.5 IIS . Specific Gravity: 1► 1�-2.80 <-2.70 c--2.60 \\� i •\ l i ' i I iii I _1 III I I_! I I I I i Jv0 5 10 15 20 25 MOISTURE CONTENT- % Respectfully Submitted, AT ,C Assgc'a Bess,, Inc. R.Baile J.McKenna ohn W `Ha lee Y.E. • TECHNICIAN: Y Vice President Offices: Cincinnati, OH Corporate Office: Indianapolis. IN Raleigh, NC Salisbu MD Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO ry' Alexandria. VA Dayton, OH Huntsville. AL Lousiville, KY Savannah, GA Chantilly. VA Atlanta, GA Y Toledo, OH Baltimore, MD Denver, e, Indianapolis, IN Miami, m Washington. DC New News. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL g Norlolk. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Consulting Geotechnical / Materials Engineers. and Environmental Scientists ATE Associates, Inc. CLASS A VY1779 Canova Street, S.E. Palm Bay, Florida 32909 REPORT (305) 724-1273 • of Moisture- Density Relationship Project: LlLa/00 Sebastian Highlands CLIENT# 66 Project No: 71-72-046 i Client: General Development Corp. WORK RELEASE# 3871-04 Ntoterial Description: Med. tan sand with marl and shell I I I Sample Barber St. Sta. 26+00 R/S Location• DEPTH: L LAB# SH880215 141 13. 12C J I Longmont, CO 0 5 • TECHNICIAN: I Offices: I\ Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL Ft. Wayne, IN Chicago, IL Gaitherburg, MD i FLLI4=, II i I F __ ' I !-17 i l 115 Longmont, CO 0 5 • TECHNICIAN: D.Lewis Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL Ft. Wayne, IN Chicago, IL Gaitherburg, MD 10 15 20 MOISTURE CONTENT- Corporate ONTENT- Corporate Office: Indianapolis. IN Griffith, IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL Lexington, KY Nashville, TN Test Method: AASHTO T-180 Moximum Dry , Density: 125.2 Pc` Optimum lMiioisture Content: 9.8 "° i Specific Gravity: 2.80 <-2.70 =2.60 25 Respectfully Submitted, TEC Associates, W ohn W. Harllee P.F. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chanldly. VA Washington, DC Newport News. VA West Palm Beach, FL Norlolk. VA ATEC Associates, Inc, V 1779 Canova Street, S.E. Palm Bay, Florida 32909 REPORT (305) 724-1273 of • Moisture -Density Relationship • CLASS A nArM. 2/26/88 Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046 General Development Corp.Client: 1� WORK RELEASE # —OZL Material Description: Med. tan sand with marl and shell MOISTURE Sample Location- Barber Street Sta. 20+00 DEPTH: LAB## SH880216 120 I I I i 115 I i 1 l l ! 1 1 I10 lJ 0 I I >- 105 I 1 I 1I 1 I I 1001 1 1 1 1 I I 14 1 11 1 Associ to Inc. J�ATTC Har ee P. Vice President I Test Method: 1 1 !! AASHTO T-180 , Maximum Dr; Density: I l l 11119.8 pcf (Optimum Moisture Content: ° I Specific Gravity: i t ! F-2.60 <— 2.7 0 c-2.60 Ll Raleigh, NC Griffith, IN Longmont. CO g Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Huntsviiie, AL Indianapolis. IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Jacksonville, FL Montgomery, AL Nashville, TN Washington. DC West Palm Beach, FL Norfolk. VA Lexington, KY Consultlno Geotechnical 1 \d l I I I I 1 1 1 i l I T 1 I L -1 - - - __ Ill l 1 1, ill I L I L� IT :7J 0 5 • TECHNICIAN: J. -McKenna Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore. MD Denver, CO Birmingham, AL Ft. Wayne, IN Chicago, IL Gaitherburg, MD 10 15 20 25 MOISTURE CONTENT- % Respectfully Submitted, Associ to Inc. J�ATTC Har ee P. Vice President Corporate Office: Indlanapol'S. IN Raleigh, NC Griffith, IN Longmont. CO g Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Huntsviiie, AL Indianapolis. IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Jacksonville, FL Montgomery, AL Nashville, TN Washington. DC West Palm Beach, FL Norfolk. VA Lexington, KY Consultlno Geotechnical / Materials Engineers. and Environmental Scientists ATEe Associates, Inc, CLASS A 1779 Canova Street, S.E. Palm Bay, Florida 32909VNf REPORT(305) 724-1273 • of Moisture - Density Relationship r� Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046 Client: General Development Corp. WORK RELEASE¢# 3871-04 Material Description: Med. brown sand with marl and shell - I Birmingham, AL I I Somple Location: Sta. 08+00 Barber Street R/S DEPTH: Subgrade 14 13. I 12C 115 0 LAB# SH880245 El D.Lewis Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA TT - Denver, CO Birmingham, AL Ft. Wayne, IN Chicago, IL L _ Gaitherburg, MD 1 1 I I I 11 I 1 I � ► I I . I I I I , I 1 1 I I 1 j 1 ,i i I I I I 1 1 ( i I ' I I I 1 ! 1 i I 1 5 10 15 20 MOISTURE CONTENT- TECHNICIAN: ONTENT- TECHNICIAN: D.Lewis Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL Ft. Wayne, IN Chicago, IL L _ 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 Test Method AASFTTO T-180 I Maximum Dry Density: in 9 Dc` Optimum lvioisture Content: 8.0 % i Specific Gravity: 2.80 <— 2.7 0 —2.60 25 Respectfully Submitted, A.TEC Associates lcJ ohn W. Harl`iee 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 ATEC Associates, Inc. CLASS A VV1779 Canova Street, S.E. Palm Bay, Florida 329.'9 REPORT (305) 724-1273 • of Moisture -Density Relationship nnmr.. T A RA S11880244 v :D Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046 Client: General Development Corp. WORK RELEASE## 3871-04 Material Description: Med. brown sand with marl and shell i I -� I I I Lsomple Location: STA 4+00 Barber Street DEPTH: Subgrade T A RA S11880244 v :D • TECHNICIAN: D.Lewis Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore, MD Denver, CO Birmingham, AL Fl. Wayne, IN Chicago, IL Galtherburg, MD 10 15 20 MOISTURE CONTENT- Corporate Office: Indianapolis. IN Griffith, IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL Lexington, KY Nashville, TN ITest Method AASHTO T-180 I (Maximum Dry Density: 125.2 C C f I Optimum IVioisture Content: ! 8.1 % Specific Gravity: 2.80 <-2.70 —2.60 25 Respectfully Submitted, ATEC Asso fates, Inc. LOU ohn W. HarlleeP.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 ATEC Associates, Inc. CLASS A V 1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 REPORT . O Moisture -Density Relationship � 0 nnmr.. '11918A Project: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046 Client: General Development Corp.pme - WORK RELEASE# 3871-04 Material Description: Med. brown sand with marl and shell _ I I I I j Sample Location: Barber Street Sta. 6+00 L/S DEPTH: Subgrade 14, 13. 12C 115 0 LAB# SH880265 5 10 15 20 MOISTURE CONTENT- 0 ONTENT- • TECHNICIAN: D.Lewis Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Anchorage, AK Dallas, TX r� 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 I I i J I I j � I I I i I I i •� I I I 1 I I i t I IT I I 5 10 15 20 MOISTURE CONTENT- 0 ONTENT- • TECHNICIAN: D.Lewis Test Method: AASHTO T-180 I Maximum Dry Density: 125.7 pcf I I Optimum Moisture Content: l 8.8 io i Specific Gravity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Associates, Inc. 590�nW-'%�*eeP.F. 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 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 Test Method: AASHTO T-180 I Maximum Dry Density: 125.7 pcf I I Optimum Moisture Content: l 8.8 io i Specific Gravity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC Associates, Inc. 590�nW-'%�*eeP.F. 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 ATE C-- Associates, lnc. 1779 Canova Street. S.E. palm Bay. Florida 32909 RF___POR, (305) 724-1273 0f • MojsI,ure-Density ReialIon ship • U CLASS A 3/19/88 Project: Sebastian Highlands CLIENT# 66 Project No 71-79-046 Client: General Development Corp. WORK RELEASE # 3871-0Yl. ,NloterioI Description: Tan sand with traces of marl and shell S^mple ! ecation_ Barber Street Sta 62+00 R/S DE'PP-1: Stabilized Subgrade 120 L,AB# SH880305 >- 105 000 ;Test Mettlo AASHIM T-180 'MOXImum Density: 111.8 i0pIITUrP, V; :re •omen=: 8.3 Specific Grc:ii .i: F-2.80 <-2.70 <-2.60 95 0 5 10 15 20 25 MOISTURE CONTENT - % Respectfully Submitted, ATEC Asso 'ate�1, Inc. n D.Lewis/J.McKenna Jof n�'VN44 ee TECHNICIAN: Vice President Corporate Office: Ind-anapolis. IN Raleigh. NC Offices: Anchorage. AK Cincinnati. OH Dallas, TX Griffith, IN Longmont. CO Salisbu MD Affiliates: ry Alexanoria. VA Savannah. GA Atlanta, GA Dayton. OH Denver, CO ille• AL Huntsville. Indianapolis. IN p Lousiville, KY Miami, FL Toledo, OH Chan.*y. VA Newport News. VA Baltimore. MD Birmingham. AL FL Wayne. IN Jacksonville. FL Montgomery, AL Nashville, TN Washin ton. DC West ngtoPalm Beach, FL Norlok VA Chicago. IL Galtherburg, MD Lexington. KY '' Consulting Geotechr ical % Materials Engineers. and Enviromwial Scientists ATEC Associates, Inc, 1779 Canova street. s L. Palm Bay. F!orida 32909 r� • (305) 724-1273 17- i of �lmois !re -Density ReIatIon siiip 1n u DATE: 3/19/88 h Froject: Sebastian Highlands CLIENTr 66 orcjec No-. 71-72-04 C`ient: General Development Corp. 1,40RK RELEASE'S �. 3871-C- Nloteriol Description: Broom sand with marl and shell rrto l e ! cc a t i -: n : Barber Street Sta 56+CC R/S 14 DEPTH: Stabilized Sub. LAB= SH880304 --- 12 11 0 5 10 15 20 MOISTURE CONTENT - % Technician: D.Lewis /J.McKenna Offices: Cincinnati. OH Anchorage. AK Dallas. TX Atlanta. GA Dayton. OH Baltimore. MD Denver. CO Birmingham. AL FL Wayne. IN Corporate Office: Indianapolis. IN Griffith. IN Longmont, CO Huntsville. AL Lousiville. KY Indianapolis. IN Miami. FL Jacksonville. FL Montgomery. A C•_nic , 8.9 Specific Grov1:7y: -2.80 <-2.70 <-2.60 25 Respectfully Submitted, fO-C Asn W. Harllee, P.F. Vice President Raleigh. NC Salisbury. MD Affiliates: Savannah. GA AleQ-VA Toledo. OH thanbk-. VA Washington. DC Newport Ne"s. VA ATEC Associates, Inc. V 1779 Canova Street, S.E. palm Bay. Florida 32909 ^^D KCS � i • (305) 724-7273 of Moisture -Density Relationship n U CLASS A nATp• 2/116/88 Project! Port Malabar CLTENr# 66 Project NO: 71-72-045.. Client: General Development Corp. WORK RELEASE # 3871-04 Material Description: Light gray sand with marl and Traces Q£ shell l _ j Sample Location Lot 20 Blk 2893 DEPT?: LAB= PM880171 120 (1; z 105 00 or 0 5 to 15 20 MOISTURE CONTENT- % TECHNICLAUY: J. McKenna Offices: Cincinnati. OH Anchorage. AK Dallas, TX Atlanta. GA Dayton. OH Baltimore. MD . . .. Denver. CO -. .,,,.... Corporate office. Indianapolis. IN Griffith. IN Longmont. CO Huntsville. AL Lousiville. KY Indianapolis. IN Miami. FL ia��cnr.villy F! Montoomerv, AL 1 (Test Mlethcc. AASHTO T-99 i"Viioximum Dr'} I Densi y: 108.9 �c i !oDtimum 1%ici_..:re Content: ' 10.5 ,o Specific Gravity: F-2.80 2.7 0 c--2.60 25 Raleigh. NC Salisbury. MD Savannah. GA Toledo. OH Washington, DC Affiliates: Alexandra. VA Chantilly. VA Newport News. VA n U 130 125 120 115 t� LU 110 D } fY 105 100 fly 90 85 60 L 0 ATEC Associates, Inc. MOISTURE DENSITY vz%«c.*fQia RELATIONSHIP 1190 Hoye$ Indushiol ortve, N.E "Acne"°• Georo'o 30062 40•:-427.9450 (Proctor Method) Project SABASTIAN HIGHLANDS W.R. 3871-04 Our Project No. 70-72007 Date 9/02/87 Material DARK BROWN & GRAY SAND W/T ROOTS Location LOTS 25 THRU 32 BLOCK 451 Depth Elev. Test Method AASHTO T-99 Maximum Dry Density 1 OE_• 0 nct PROCTOR No. Optimum Moisture Content 10. 2 % Natural Moisture LAB SH870387 TECHNICIANS: D. LEWIS J. TAYLOR MATERIAL CAME FROM POND #7 u�:)� 4Qee SPECIFIC GRAVITY ,,-2.40 ,.,,-2-70 ,,-2.60 5 10 15 20 25 30 35 40 MOISTURE CONTENT - % 0 • • 145 140 135 130 125 100 95 s0 CLASS A ATEC Associates, Inc. MOISTURE DENSITY Vacerola RELATIONSHIP 1190 Hayes industrial Drive. N.E. kkme"a. Georgia 30062 (Proctor Method) 4D4-427-9456 Project SABASTIAN HIGHLANDS Our Project No. 70-72007 Date 9/08/87 Material LIGHT BROWN AND TAN SAND W/TRACES OF MARL Location POND 7 Depth Elev. Test Method AASHTO T-99 Maximum Dry Density 111.0 pcf PROCTOR No. Optimum Moisture Content 11 .0 % Natural Moisture —% LAB lISH870400 CLASS A TECHNICIANS: J. TAYLOR D. LEWIS SRECIFIC GRAVITY �— Zoo ,,,--2.70 ,-2.60 5 10 15 20 25 30 35 40 MOISTURE CONTENT - % ATEC Associates, Inc, V 1779 Canova Street. S.E. Palm Bay, Florida 32909 RE nU R T (305) 724-1273 of • Moisture- Density Reiuiionship • I 0 CLASS A „Arr'V . 2/2.6/88 Project! Sebastian Highlands CLIENT# AA Project No: 71-72-046 Client : �Corp.General Development Co WORK RELEASE # 3871-04 M a t e r i a l Description: Tan sand with marl and shell Raleigh, NC Sample Location'. Barber Street Sta. 14+00 DEPTH: LAI3# SH880213 120 I • I i 115 110 I I I >- 105 ! 1 i T- 1001 II II Griffith, IN Longmont, CO Salisbury, MD Savannah, GA Alexandria. VA Alexandria. Atlanta, GA Gayton, OH Huntsville, AL Indiannpolis, IN Lousiville, KY Miami, FL I I (Test Vielho�-J: I i AASHTO T-180 iiOx mum Dry Density: I 117.9 pcf I !Optimum Alois°ure I I (Conten; 7.9 ° /° I Specific Gravity: <— 2.7 0 l I c-2.60 Chantilly. VA Newport News. VA Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC g West Palm Beach, FL Norfolk. VA Chicago, IL Gaitherburg, MO Lexington, KY Nashville, TN I i I Consulana Geotechnical / Materials Engineers, and Environmental Scientists �FF—i - 1 ! V I I I _ I I I I i \� --�-- I JJ0 5 10 15 20 25 MOISTURE CONTENT- % P.espectfully Submitted, ATF As(sooc�c' tes, Inc. TECHNICIAN: ohn ._Ha e J.McKenna Vice President Corporate Office: Ind,anapolis. IN Raleigh, NC Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Savannah, GA Alexandria. VA Alexandria. Atlanta, GA Gayton, OH Huntsville, AL Indiannpolis, IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC g West Palm Beach, FL Norfolk. VA Chicago, IL Gaitherburg, MO Lexington, KY Nashville, TN Consulana Geotechnical / Materials Engineers, and Environmental Scientists ATEC Associates, Inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 REPORT (305) 724-1273 of MoisIure-Density Relationship • CLASS A „ArT,r, 2/26/88 Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046 General Develo . nt Client : F� Corp.rP• WORK RELEASE # � Material Description: Med. tan sand with marl and shell _-- Anchorage, AK Sample Location: Barber Street Sta. 20+00 DEPTH: IAB;=-,' SH880216 120 'Test IViethold: Baltimore. MD Denver, CO Birmingham, AL FL Wayne. IN Chicago, IL Galtherburg, MD Raleigh, NC Griffith, IN Longmont, CO Salisbury. MD Mexa oris. y' Alexandria. VA Savannah, GA Huntsville, AL Indianapolis, IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Jacksonville, FL Montgomery. AL y'ille, Washington, DC West Palm Beach, FL Norfolk. VA Lexington, KY v TN Nashv AASI ATO T-180 Consult+no Geotechnical / Materials Engineers. and Environmental Scientists !maximum Dr} Densi',Y' 119.8 pcf 110 I ; !Optimum 1\11ois:ure Content 9.9 I I I I r\ I\ I V') W i !' >- 105 r ! i i I I I roc I I /0 ' ! I I I Specific Gravity: , ��-2.80 I I <-2.70 c--2.60 I I II I I I _ _I I I JJ 0 5 • TECHNICIAN: J.McKenna Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton, OH Baltimore. MD Denver, CO Birmingham, AL FL Wayne. IN Chicago, IL Galtherburg, MD 10 15 20 25 MOISTURE CONTENT - % Respectfully Submitted, TE Asso 'a es Inc. ohn .%r ee P. . Vice President Corporate Office: Indianapolis, IN Raleigh, NC Griffith, IN Longmont, CO Salisbury. MD Mexa oris. y' Alexandria. VA Savannah, GA Huntsville, AL Indianapolis, IN Lousiville, KY Miami, FL Toledo, OH Chantilly. VA Newport News. VA Jacksonville, FL Montgomery. AL y'ille, Washington, DC West Palm Beach, FL Norfolk. VA Lexington, KY v TN Nashv Consult+no Geotechnical / Materials Engineers. and Environmental Scientists ATEC Associates, Inc. 1779 Canova Street. S.E. I• • Palm Bay. Florida 32909 REPORT (305) 724-1273 of Moisture- Density Relationship CLASS A nnq,w. 2/2.5/88 Project! Sebastian Highlands CI,IENT# 66 Project No: 71-72-046 Client: General Development Co WORK RELEASE # 3871-04 Material Description: Tan and reddish brown sand with tr se of root Fill 10 Sompl e Location- Various Areas on site DEPTH: LAW SH880214 120 I 115 MOISTURE CONTENT- % Respectfully Submitted, Test Methoc.. AASH'TO T–no es Inc. Asso 'gee TECHNICIAN: R.BaIley • J.McKenna Vice President Corporate Office: Indianapolis. IN Raleigh, NC Offices: Anchorage, AK Cincinnati, OHSalisbury, Dallas, TX Griffith, IN Longmont, CO KY MO Affiliates: Savannah, GA Alexandria. VA Atlanta, GA Dayton, OH Denver, CO Huntsville, AL Indianapolis, IN Lousiville, Miami, FL 1 7-1 Baltimore, MD Birmingham, AL I Jacksonville, FL Lexington, KY !\ I g Norfolk. VA West Palm Beach, FL Chicago, IL Gaitherburg, I l+ I I �j�!I IIi1 Consulting Geotechnical / Materials Engineers. and Environmental Scientists lii� IPJiaximum C•r,' � Density: 1 04.5 p c f I V I 110 I I � I I I I I i � I ' '• � ptimum Ulo;s:ure IO � Content: 1 co 105 100 nc 11.5 Specific Gravity <-2.70 c-2.60 I ' ! 11--2.80 I — 1 ' vv0 5 10 15 20 25 MOISTURE CONTENT- % Respectfully Submitted, es Inc. Asso 'gee TECHNICIAN: R.BaIley • J.McKenna Vice President Corporate Office: Indianapolis. IN Raleigh, NC Offices: Anchorage, AK Cincinnati, OHSalisbury, Dallas, TX Griffith, IN Longmont, CO KY MO Affiliates: Savannah, GA Alexandria. VA Atlanta, GA Dayton, OH Denver, CO Huntsville, AL Indianapolis, IN Lousiville, Miami, FL Toledo, OH Newport e Washington. DC Newport News. VA Baltimore, MD Birmingham, AL FL Wayne, IN MD Jacksonville, FL Lexington, KY Montgomery, AL Nashville, TN g Norfolk. VA West Palm Beach, FL Chicago, IL Gaitherburg, Consulting Geotechnical / Materials Engineers. and Environmental Scientists ATE Associates, Inc, CLASS A VV1779 Canova Street, S.E. Palm Bay, Florida 32909 REPORT (305) 724-1273 G` • Moisture -Density Relationship nATr • 3/2/88 Project: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046 Client General Development Corp. WORK RELEASE# 3871-04 Material Description: Med. brown sand with marl and shell -- I i ; Somple Location: Barber Street Sta. 6+00 L/S DEPTH: Subgrade 14( 13' 13( 12C 115 0 5 TECHNICIAN: D.Lewis LAB#, SH880265 10 15 20 MOISTURE CONTENT- % Corporate Office: Indianapolis. IN T\ Cincinnati, OH Anchorage. AK I i Griffith, IN r Atlanta, GA Dayton, OH Huntsville, AL Lousiville. KY Baltimore, MD Denver, CO Indianapolis, IN Miami, Fl- LBirmingham, Birmingham.AL Ft. Wayne, IN ! III Chicago, IL 1 � Lexington, KY Nashville, TN I\IIID I I i 1 �l i 1 i t I I � I I\,. I l 1 l i) `I Ii I I \\ I II I II ' l i i i Fill !1 1 !I I i III I I I HL ! II 10 15 20 MOISTURE CONTENT- % Test Meihcd: AASHTO T-180 I II`:IaX1mUm ! i Densily: 125.7 ac; I ; ; loptimum ,..ci5ture Content: I i 8.8 ,o Specific Gravity: 2.80 <-2.70 2.60 25 Respectfully Submitted, ATEC Associates, Inc. W John W.rllee P... Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria, VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norlo!k. 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- LBirmingham, Birmingham.AL Ft. Wayne, IN Jacksonville, FL Montgomery. AL Chicago, IL Galtherburg, MD Lexington, KY Nashville, TN Test Meihcd: AASHTO T-180 I II`:IaX1mUm ! i Densily: 125.7 ac; I ; ; loptimum ,..ci5ture Content: I i 8.8 ,o Specific Gravity: 2.80 <-2.70 2.60 25 Respectfully Submitted, ATEC Associates, Inc. W John W.rllee P... Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria, VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norlo!k. VA L� C� ATEC Associates, Inc. CLASS A V 1779 Canova Street. S.E. Palm Bay. Florida 32909 REPORT (305) 724-1273 0 Moisture -Density Relationship DATE: 2/29/88 Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046 Client : General Development P� Corp.rP• WORK REL�ASE# 3871-04 Material Description : Med. brown sand with marl and shell i I I Sample Location: Sta. 08+00 Barber Street R/S DEPTH: Subgrade i LAB# 5;880245 14 13' Y 12! 12C 115 Longmont, CO Huntsville, AL 0 \ V I D.Lewis Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton. OH Baltimore, MD Denver, CO E=T Ft. Wayne, IN Chicago; IL, I I ,! i �� ! l I` i 10 1! �. I ; i 1 l • i I I I I I i t i I! 1 r\1 I' I I I I I I! I I I i I1 Ij I I 115 Longmont, CO Huntsville, AL 0 5 TEamicim: D.Lewis Offices: Cincinnati, OH Anchorage, AK Dallas, TX Atlanta, GA Dayton. OH Baltimore, MD Denver, CO Birmingham, AL Ft. Wayne, IN Chicago; IL, Gaitherburg, MD 10 15 20 MOISTURE CONTENT- Corporate Office: Ind anapobs. IN Griffith, IN Longmont, CO Huntsville, AL Lousiville. KY Indianapolis, IN Miami, FL Jacksonville, FL Montgomery, AL Lexington, KY Nashville, TN Test Method: 1AASHTO T-180 I Iv)Cximum C', Densi t y 1 123.9 �c i (Optimum Moisture Content: 8.0 0% Specific Gravity 2.80 <— 2.7 0 =-2.60 25 Respectfully Submitted, ATEC Associates, Inc. W ohn W. Harllee P.E. Vice President Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH ChanbUy. VA Washington, DC NewDon News. VA West Palm Beach, FL Norfolk_ VA ATEC Associates, Inc, VV1779 Canova Street, S.E. Palm Bay, Florida 32909 REPGR 1 (305) 724-1273 • O Moisture -Density Relationship CLASS A DATE: 2/29/88 Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046 Client: General Development Corp. WORK RELEASE#= 3871-04 tYioterial Description: Med, brown sand with marl and shell i Somple Location' STA 4+00 Barber Street DEPTH: Subgrade i LAB# S11880244 14 13. 13( ? 12' 12( 115 0 J I I I Corporate Office: Indianapolis. IN Offices: Cincinnati, OH I I\ \FF ► Dallas, TX i =111"! Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Baltimore, MO Denver, CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago)L: Gaitherburg, MD ! I !► Nashville, TN i I I I!\I I I i ,� I� I I ' I j I I I I I \I I ILl I A IAll F I l I II771II I ! I - i 5 10 15 20 MOISTURE CONTENT- % 0 TECHNICIAN: D.Lewis ITest Nlellcc: AASHTO T-180 livicXimum 7 Density: 125.2 oc; (Optimum ., oisture IContent: 8.1 0 Specific Grovity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC ASS ciates, Inc. w John W. Harllee P.E. Vice President Raleigh, NC Salisbury, MO Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. 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, MO Denver, CO Indianapolis, IN Miami, FL Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Chicago)L: Gaitherburg, MD Lexington, KY Nashville, TN ITest Nlellcc: AASHTO T-180 livicXimum 7 Density: 125.2 oc; (Optimum ., oisture IContent: 8.1 0 Specific Grovity: 2.80 <-2.70 c-2.60 25 Respectfully Submitted, ATEC ASS ciates, Inc. w John W. Harllee P.E. Vice President Raleigh, NC Salisbury, MO Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chantilly. VA Washington, DC Newport News. VA West Palm Beach, FL Norfolk. VA ATEC Associates, Inc. VV1779 Canova Street. S.E. Palm Bay, Florida 32909 REP�F ! (305) 724-1273 of Moisture- Density Relationship CLASS A DATE: 2/26/88 Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046 Client: General Development Corp. WORK RELEASE# 3871-04 i tyloterial Descri ption: Med. tan sand with marl and shell I Somple Location: Barber St. Sta. 26+00 R/S DEPTH: LAB# SH880215 — 141 13' 12C 115 0 !I I ' ! I I ► Offices: ! i ! \ Ili 1 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 ! ! ! I Galtherburg, MD Lexington, KY Nashville, TN i I I I ! II I` ' ! i\ ! i I •' I ! I ! I �� I I �{ i Il it I � ! ! ! i 11 ! H+ I _ 5 10 15 20 MOISTURE CONTENT - % TECHNICIAN: D.Lewis Tes' Method: i AASF O T-180 1 I �Nlax!mum Grp Density: I 1�S Optimum iN^oisture Content: 9.8 ,o Specific Grovity: 2.80 <-2.70 —2.60 25 Respectfully Submitted, ATEC Assoc'ates, Inc. GcJ John W. Har eeP .. . 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 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 " Galtherburg, MD Lexington, KY Nashville, TN Tes' Method: i AASF O T-180 1 I �Nlax!mum Grp Density: I 1�S Optimum iN^oisture Content: 9.8 ,o Specific Grovity: 2.80 <-2.70 —2.60 25 Respectfully Submitted, ATEC Assoc'ates, Inc. GcJ John W. Har eeP .. . 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 ATM Associates, Inc. 1779 Canova Street, S.E. Palm Bay. Florida 32909 NYRELPOR (305) 724-1273 of VNAU1'1) jk� fI- ioPro-nncit 0=iat ion shin � 0 � 0 CLASS A T)ATP - ? /1 7 / P R Project: Sebastian Highlands CLIENT -A, 66 Project No: 71-79-046 Atlanta. GA Dayton, OH Baltimore. MD WORK RELEASE # 3871-04 li-ent: General Development Corp. Y.-oeriel Description: Tan and brown sand with shell, and traces of marl S,m, cle Day Drive Locolion� Da Sta. 45+00 -PTH-Existing DIE LAB# SH880170 ITest N4.eMc--'- AASHTO T-99 1 120! q I'Vioximum D ens 7 106.9 N !ODi;.MUM Ho Content 8.1 >- 105 Specific Gravity: "N <-2.70 IVUI T -T F -1!I �I!i I I i 2.60- III I I I i I 1 II i Z71j 0 5 10 15 20 MOISTURE CONTENT - % TECHNICIAN: J. McKenna Offices: Cincinnati, OH Anchorage. AK Dallas, TX Atlanta. GA Dayton, OH Baltimore. MD Denver, CO Corporate Office: indianapolis. IN Griffith. IN Longmont, CO Huntsville, AL Lousiville, KY Indianapolis. IN Miami. FL 25 Raleigh, NC Salisbury, MD Savannah, GA Toledo, OH Affiliates: Alexandria. VA Chanldl,y- VA Ne,Avocl News. VA ATEC Associates, Inc. ;779 Canova Street, S.E. • • palm Bay, Florida 32909 REPOR (305) 724-1273 of Moisture -Density Relationship CLASS A nA'r'7• 1/25/88 Project! SEBASTIAN HIGHLANDS CLIENT# 66 Project No: 71-72-046 Client GENERAL DEVELOPMENT CORP. WORT: RELEASE # 3871-04 TAN AND LIGHT BROWN SAND WITH TRACES OF ROOT Material Description: Offices: Anchorage, AK ScmDle ocalion: ATHENS COURT DEPTH: L SH880124 Longmont. CO Atlanta, GA !Test Mlelho:: T-99 I Maximum 1Density' I 105.5 ' 120 Lousiville, KY Miami, FL Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne. IN Jacksonville, FL Montgomery, AL Chicano, IL Gaitherbura. MD Lexington, KY Nashville. TN I !�AASHTO i ptimum �.':c:_• I ontent � \ I 9.0 i Specific Gravity !�-2.80 A <-2.70 ! ! ! t l c-2.60 I I I 110 ! I I I >- 105 ! 100. I 1 t I I I I 1 1 I ! I ! 95 0 5 10 15 20 MOISTURE CONTENT- 0 TECHNICIAN: 25 Raleigh. NC Affiliates: 'Corporate Office: •^e-anapol s. IN Offices: Anchorage, AK Cincinnati. OH Dallas, TX Griffith, IN Longmont. CO Atlanta, GA Dayton. OH Huntsville, AL Indianapolis. IN Lousiville, KY Miami, FL Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne. IN Jacksonville, FL Montgomery, AL Chicano, IL Gaitherbura. MD Lexington, KY Nashville. TN 25 Raleigh. NC Affiliates: Salisbury, MD Aleiliat a. VA Alexanry Savannah, GA . Toledo. OH Newport News. VA Washington. DC West Palm Beach, FL Norfolk. VA I 40 r 1.s 140 135 130 125 120 100 95 90 85 80 L 0 CLASS A ATEC Associates, Inc. ',MOISTURE DENSITY 1779 Canova Street. S E R E LATI O N SH I P Palm Bay. Florida 32909 V (305)724-1273 (Proctor Method) Client: GENERAL DEVELOPNO.0 CORP. Project SABASTIAN HIGHLAIM WR# 3871-04 Our Project No. 71-72-046 r -c a 14 JAN. 88 DARK BROWN SAND WITH ROOTS TR.ACFS OF HARDPAN Motericl BAa<FILL Location BLK 449 Depth 0.0' TO 4.0' EIev. Test Nei od AASIM T-99 Maximums Dry Density 105.2 ;:cf Optim;,m !4'oisture Conten' 11.8 Neturc! •..cisture CLIENT:# 66 LAB N0. SH880058 TECHNICIAN: R. BAILEY J.McKENNA SPECIFIC GRAVITY ,,-2.60 5 10 15 20 25 30 35 40 MOISTURE CONTENT - % ('� P r—�1�041A 1-0 • i_F 1 ' _ I loo ' i 135 I_ 130 I I ISI Iji� 125 1201 I 105 100 CLASS A ATEC Associates, Inc. MOISTUR; DENISI TY 29,39 VV 1779 Canova Street. S.E. 1779 Palm Canova Street. RELATIO��SNI? (305)724-1273 (Proctor "Method) Clienz:GENERAL DEVELOPMENT CORP. WR -3871-04 Project S $pySTIAN 14TC-HT ANnq Our Project No.66 7:11-7Z-046 Cote 4 DFC. 87 Mctericl GRAYISH BRN SAND La oticn LOT 10 BLK 589 Depth, ;lev. Test AASHTO T-99 t�lcxirc,.m Dry Dens:, -;,105.1-2--,f ='v Netucc: '.:cisture SH LAB# 87055— I!II II !!T ! TECHNICIAN: D. LEWIS l i l i I CLASS A (+, L -vi &,� -:��Xcex' f �J U 145 140 135 130 125 120 w 115 UJ 110 0 r O 105 100 fly 90 85 PO L 0 CLASS A ATEC Assaciatos, Inc. MOISTURE DENSITY VdGoorpla RELATIONSHIP 1190 Hayes Industrial Drive. RE "iorie"o. Geo(gb 30062 (Proctor Method) 4014.427.9456 Project SABASTIAN HIGHLANDS 3871-04 Our Project No. 70-72007 Dote 8/19/87 Material LIGHT GRAY SAND W/TRACE ROOT FRAGMENTS Location STA 16+00 BARBER ST PRELIMINARY Depth 0 — 18" EXISTING Elev. Test Method AASHTO T-99 Maximum Dry Density 1_ 02. Opcf PROCTOR No, Optimum Moisture Content 9.8 Natural Moisture S.H. LAB #8703700 CLASS A TECHNICIAN: T. BASS SPECIFIC GRAVITY "-2.80 ,,.--2.70 -- 260 5 10 15 20 25 30 35 40 MOISTURE CONTENT - % t. • • 145 140 135 130 125 100 95 90 85 80 L 0 CLASS A ATEC Associates, Inc. MOISTURE DENSITY RELATIONSHIP Vv0("Orgla 1190 Hayes Industrial Drive. N.E Morietia, Georgla 30062 (Proctor Method) 404-427-9456 Project SABASTIAN HIGHLANDS WR 43871-04 Our Project No. 70-72007 Date 8/19/87 Material LIGHT GRAY SAND W/TRACES OF ROOT FRAGMENTS Location STA 56+00 BARBER ST PRELIMINARY Depth 0 - 18" EXISTING Elev. Test Method AASHTO T-99 Maximum Dry Density -1-0-1. 0 )cf PROCTOR No. Optimum Moisture Content 9.0 S.H. Natural Moisture—% LAB 41870369 CLASS A TECHNICIAN: T. BASS SPECIFIC GRAVITY ,,,-2.80 ,,-2.70 i--- 2.60 5 10 15 20 25 30 35 40 MOISTURE CONTENT - % • � 0 0 145 140 135 130 125 120 100 95 80 L 0 CLASS A ATE Associates, Inc. MOISTURE DENSITY Vof Georg 10 RELATIONSHIP 1190 Hayes Industrial Drive, N.E Marietta, Georgia 30062 (Proctor Method) 444-427.9456 Project SABASTIAN HIGHLANDS WR #3871-04 Our Project No. 70-72-007 Date 8/18/87 Material LIGHT GRAY SAND W/ROOT FRAGMENTS Location STA. 56+00 BARBER ST. Depth Orr - 1811 Elev. Test Method AASHTO T-180 Maximum Dry Density 103.9 pct PROCTOR No. Optimum Moisture Content 9.O % Natural Moisture —% S.H. LAB 4870362 CLASS A TECHNICIAN: T. BASS SPECIFIC GRAVITY ,,-- 2.80 ,.,-2.70 ,.-2.60 5 10 15 20 25 30 35 40 MOISTURE CONTENT - % i 40 145 140 F- 135 130 125 120 115 w 110 0 105 100 95 90 65 60 L 0 CLASS A ATEC Associates, Inc. MOISTURE DENSITY Vo( Georgia RELATIONSHIP 1190 Hayes Industrial Drtve. N.E. Maletta, Georgia 30062 (Proctor Method) 404-427-9456 Project SABASTIAN HIGHLANDS Our Project No. 70-72007 Date 8/18/87 Material LIGHT GRAY SAND W/ROOT FRAGMENTS Location STA. 16+00 BARBER ST. Depth Ori - 18" EXISTING Elev. Test Method AASHTO T-180 Maximum Dry Density 1Q5� .f PROCTOR No. Optimum Moisture Content ---LO - _0 % Natural Moisture S.H. LAB #870361 CLASS A TECHNICIAN: T. BASS 5 10 15 20 25 MOISTURE CONTENT - % SPECIFIC GRAVITY ,, — 2.60 ,,-2.70 ,-- 2.60 30 35 40 145 _ ATE -0 Associates, Inc. MOISTURE DENSITY RELATIONSHIP _ vdG4orp'O 1190 How$ kidusMo! Dave. N E Made"°" Geoeob 30°62 (Proctor Method) 140 dO4-427-4456 Project SEBASTIAN HIGHLANDS WR 3871-04 Our Project No._70-72007 Date_9 OCT 87 Moteriol BRN SAND W/TRACES OF SHELL + DARK tJ5TTM BRN SAND Location EXI STTINGFM ANKMFr NOF+ADJ TO RFT PONT; Depth Elev 130 +1 11 Test Method AASHTO T-99 Maximum Dry Density--JL-fit PROCTOR No. Optimum Moisture Content 10. 0 A 125 Natural moisture -% S.H. LAB # 870471, 120 I _ CLASS A ' TECHNICIAN: D. LEWIS \ 115 I I I I I 0 W 110 i t17I I I � I i I 105 r I 100 -- i I I fly 7 SPECIFIC GRAVITY ~ I 280 I i 270 90 I i �Nn-ove������---- ��������i����Ke ��eoa���U u����wo�a���������►��. NN NN Nm EMENEEwEm1 �n���01 . MEN�n��n��������MENNEN aI • 145 140 135 130 125 100 95 90 CLASS A ATE0 Associates, Inc. MOISTURE DENSITY ac.orob RELATIONSHIP 1190 Noyes Industriol Drive. N.E VV Moreno. Gecrpb 30062 (Proctor Method) 404-427-9456 Project SEBASTIAN HIGHLANDS Our Project No. 70-72007 Date 8/27/87 Material GRAY SAND WITH ROOT FRAGMENTS Location WEST OF LOT #9 DRAIN RIGHT OF WAY BLK 567 Depth Elev. Test Method AASHTO T-99 Maximum Dry Density 10_ 0. 3 cf PROCTOR No. Optimum Moisture Content --10 _-Z Natural Moisture LAB ;iSH870383 CLASS A TECHNICIAN: D. LEWIS SPECIFIC GRAVITY '.0-2.80 ,,— 2.70 �— 2.60 5 10 15 20 25 30 35 40 MOISTURE CONTENT - %