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Home My WebLink AboutProctor125 o in_ o 120 � m CL Cn o � � o 115 CL� _ m � "u 110 o o 105 | � PITTSBURGH TESTING ' ''^^�~~'^~^^ '�~^^^^~^,,~~^^^^^~.,^ MOISTURE — DENSITY RELATIONSHIP TEST CLASS "A" Client's No: Order No: MA 4406 Date: March 5, 1982 Report No: (.49 Reported To- General Development Corporation 1111 South Bayshore Drive Miami, FL 33131 Pr ct: Sebastian Highlands, w/r 3871 / Lot 11. C�yock 616, fill material Sample Identificatio.n: Brown sand with trace of silt Test Method: AASHOT180 Technician: Plemmons -------------------------------- PiuTesting By: cc: l Client, Attn: Engr. Dept. 2 Client, Pt. 5t. Lucie, ED., 8380 S. Federal Hwy., Pt. 5t. Lucie, FL 33452 l PTL TEch., Pt. Malabar 1 Ctv Clerk, Cty Of Sebastian, P.O. Box 127 Sabastidn, FL 32958 Ctv Engr., Ctv of Sebastian, P.O. Box 127 5abdStian, FL 32958 Attn: R. Lloyd N� 2 MA 100 IT 95 90. 0 10 15 20 MOISTURE CONTENT PER CENT OF DRY WEIGHT TEST RESULTS 30 CURVES OF100%SATURATION FOR SPECIFIC GRAVITY EQUAL TO: 2.90 2.70 2.60 MAXIMUM DRY DENS1TY ____113-2 _Lbs. Cu. Ft. OPTIMUM MOISTURE Fotm No. 1436 PITTSBURGH TESTING LABORATORY MOISTURE — DENSITY RELATIONSHIP TEST CLASS "A" Client's No: Order No: MA 4406 Reported To� General Development Corooration 1111 South BayshQre Drive Miami. FL 33131 p,o/ect� Sebastian Sample Identification: __Lan__ sand with marl Test Method: AASHOT 180 nzpemmgns______________—____ Piosburgh Testing Labor cc: l Client, Attn: Engr. Dept. 2 Client, Pt. 3t. Lucie, EO., 8380 S. Federal Hwy., Pt, 5t. Lucie, FL 33452 l PTL TEch., Pt. Malabar 1 Ctv Clerk, Ctv Of Sebastian, P.O. Box 127 Sdbd5tian, FL 32958 Ctv Engr., Cty of Sebastian, P.O. Box 127 Sabdstian, FL 32958 Attn: R. Lloyd MA 100LHI� 95 25 1 15 20 30 P-1 0 WURE CONTENT PER CENT OF DRY WEIGHT TEST RESULTS CURVES OF 100% SATURATION FOR s"sc/p/cGRAVITY EQUAL TO: z.00 1.70 z.eo MAXIMUM DRY DRY112 Lbs. Cu. Ft. | OPTIMUM MOISTURE ,°mw". 1436 1ESTING� ',RM 1205 REV -'AA p 4tk PITTSBURGH TES`1-1NG LABORATORY D ESTABLISHED 18SI 3901 N.W. 29TH AVE., MIAMI, FLA., 33142 Order NO. MA 3707 h •C/'Y ryC Pf-"f tT`\ AS A HU TUAL PROTECTION TO CLIJENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Q 1 ffHSANOG� ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION DOtB 12/15/8 FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING ,.(( OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL_ LAB# 538 R E P O R T O F MOISTURE - DENSITY RELATIONSHIP OF SOIL For: General Development Corporation 1111 S. Bayshore Dr Miami, FL 33131 Project: Sebastian Highlands WR# 3871 Location_ Schumann Stabilized sub -grade Sample Gray sand with fine shell & marl Method o f Test AASHTO-T180 113 MOISTURE - DENSITY RELATIONSHIP CURVE - 112 U LO M J } 111 F- U) z W O 109 8 9 10 11 12 13 14 MOISTURE CONTENT Optimum Moisture 10.9 ;c Max. Dry Density lhs./c Tech: i JWH/kat B. Plemmons FEB 171982 cc: 1 client Attn: Engr. Dept 2 client, Attn: Engr. Dept 8380 S. FederaF ITTSBURGH TESTING LABORATORY Hwy Port St. Lucie, FL 33452 LAST COAST ENCINUAING 1 City -of Sabastian PO Box 127 Sebastian, FL 32958 1 City Engineer Robert Lloyd P.E. PO Box 127 Sebastian. FL 32059 1 Testi. 7 k,! OISTRICT MANAGER ,'-{��"'^V ( FORM 1205 REV. -MA PITTSBURGH TESTING LABORATORY -;° Class A ESTABLISHEO 1881 �e `h 3901 N.W. 29TH AVE., MIAMI, FLA., 33142 Order NO. MA 3707 ASA MUTUAL PROTECTION TO CLIJENTS, THE PUBLIC ANO OURSELVES, ALL REPORTS • fgSANDL� ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION p0}B December 3, 1981 FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGAROING OUR REPORTS IS RESERVED PENOING OUR WRITTEN APPROVAL. Lab No: 522 R E P O R T O F MOISTURE - DENSITY RELATIONSHIP OF SOIL t• o r : General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 Project: Sebastian Highlands, w/r 3874 L o c a t i o n__Aep_1_esentatiye-,_jobsite S a m p l e -Cray sand with hardpan and trace of marl Method of Test AASHOT-180 113 112 111 110 109 MOISTURE - DENSITY RELATIONSHIP CURVE ■■■�■■■■■■n■■■ ■■M�■O■■W■�■■■■■■■■B ■■■E■■■■■■ ®M1■ MIME EI 8 9 Tech: B. Plemmons 10 11 12 13 14 MOISTURE CONTENT a Optimum Moisture 10.8 0 0 4 Max. Dry DensityV19lbs /. ft. JAN -6t PITTSBURGH TES C�Af0TM,�-,`I� Qa DIST ICT MANAGER �PV� `•7RM 1205 RE`/ -•!a �� PITTSBURGH TESTING LABORATORY class "AN -� a SI ESTABLISNED 111.1 3901 N.W. 29TH AVE., MIAMI, FLA., 33142 Order No. MA 3707 h C FEps AIVO Gr��` ARE SU KNITTED RHOS ECTION TO TNE CON /IOENTIIAL•THE P PROPERTY PUBLIC OFAND CLIENTS. TSS AND OURSELVES. TNOR ZAREPORTS ON • FOR PVBLICATION OF STATEMENTS. CONCLUSIONS OR EXiRACT9 FROM OR REGARDING OOte 9-29-81 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. R E P 0 R T 0 F Lab No: 433 MOISTURE - DENSITY RELATIONSHIP OF SOIL General Development Corporation For: 1111 S. Bayshore Drive Miami, Florida 33131 Project: Sebastian Highlands R 83 7iy Location— Representati ve S a m p l e Gray sand & marl mixture Method of Test 115 � 113 In z W 0 112 111 MOISTURE - DENSITY RELATIONSHIP CURVE 8 9 10 11 12 13 14 MOISTURE CONTENT o 7 � �. 114. �J Optimum Moisture 10.Max. Dry Density lbs./tuft. Tech: J. Cornell •1 Client Attn: Engr. Dept. �r� ski X98, 2 Client Attn: Engr. Dept. 8380 S. Fed. Hwy., Port St. Lucie Fla. 33452 1 City of Sebastian, PO Box 127, Sebastian, 329�ATTSBURGH �ESTING LABORATORY' 1 City Engr., Robert Lloyd, PE PO Box 121, E W4sr > Sebastian, Fla. 32958 1 Tech nP (1 2 MA DISTRICT MANAGER 1 I I I 1 1 I I I 1 I i• t I 1 I -- — -- — 7 , I I _ I 8 9 10 11 12 13 14 MOISTURE CONTENT o 7 � �. 114. �J Optimum Moisture 10.Max. Dry Density lbs./tuft. Tech: J. Cornell •1 Client Attn: Engr. Dept. �r� ski X98, 2 Client Attn: Engr. Dept. 8380 S. Fed. Hwy., Port St. Lucie Fla. 33452 1 City of Sebastian, PO Box 127, Sebastian, 329�ATTSBURGH �ESTING LABORATORY' 1 City Engr., Robert Lloyd, PE PO Box 121, E W4sr > Sebastian, Fla. 32958 1 Tech nP (1 2 MA DISTRICT MANAGER I.,V2, 1`- — (��0� � PITTSBURGH TBST!NG LABORATORY class "A" ESTABLISHED I881 �s %H 3901 N.W. 29TH AVE.. MIAMI, FLA., 33142 Order No.MA 3707 ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ERs No ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION DOie FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING 9-29-81 OUR REPORTS 11 RESERVED PENDING OUR WRITTEN APPROVAL. R E P O R T O F Lab No: 433 MOISTURE - DENSITY RELATIONSHIP OF SOIL General Development Corporation For: 1111 S. Bayshore Drive Miami, Florida 33131 Prof ec t : Sebastian Highlands Location— Representative S a m p 1 e Gray sand & marl mixture Method of Test MOISTURE - DENSITY RELATIONSHIP CURVE 115 U m J >- 113 z W 0 r X 112 111 8 9 10 11 12 IE MOISTURE CONTENT o io' Optimum Moisture 10.7 Max. Dry Density 114.1 O bs. /cu. ft. Tech: J. Cornell EER�NG •1 Client Attn: Engr. Dept. ENGIN 2 Client Attn: Engr. Dept. 8380 S. Fed. Hwy., Port St. Lucie Fla. L&0AST 1 City of Sebastian, PO Box 127, Sebastian, 329�ATTSBURGH tESTitr- LABORATORY 1 City Engr., Robert Lloyd, PE PO Box 127, Sebastian, Fla. 32958 1 Tech211-4--'z--u). 2 MA tj OISTRICT MANAGER FORM 1205 RE`: -n+4 \y� PITTSBURGH TESTING LABORATORY ESTABLISHED 1881 3901 N.W. 29TH AVE., MIAMI, FLA., 33142 Order No. MA 3707 C'Y � "�� 11`` AS A MUTUAL PROTECTION TO CLI[NTl, THE PUBLIC AND OURSELVES. ALL REPORTS Class A • FERSANOGr� ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Dote 4,-22-81 FOR PUBLICATION OF STATEMENT!, CONCLUSION! OR EXTRACTS FROM OR REGARDING �} G (J OUR REPORT! IB RESERVED PENDING OUR WRITTEN APPROVAL. Lab #173 R E P O R T O F MOI STURE - DENSITY RELATIONSHIP OF SOIL General Development Corporation For: 1111 S. Bayshore Drive -Miami, Florida 33131 Project: Sebastian Highlands WR 3871 Location_ Representative Sample Hardpan &GraySa�1d�lix ture I Method of Test AASHO T-180 U m } 1.09 Z w 0 } lY 0 1.08 107 8 Tech: J•Cornell MOISTURE - DENSITY RELATIONSHIP CURVE 9 10 11 12 13 14 J -a MOISTURE CONTENT % sn �y Optimum Moisture 110.4 c Max. Dry Density lbs./cu.ft. 1ient, Attn: Eng. Dept. 81981 2 ient, Engr.Dept.8380 S•Federal Hwy.,Pt•St.Lucie,FL.33452 jUN ity of Sebastian PO Box 127 Sebastian,FL. PITTSBURGH TESTING LABORATO'�ER1Na 1 City Engr. Robert Lloyd PC Box 127 Sebastian COAST EN t FL. 32958 _ ITAch. , V DISTRICT MANAGER m■i��■■n ■�i■i■� ■■■■■■■■■■ aim■ 8 N ONNNNNNKNNN ■ IIIIIIIIIIININ ■■�■ a■■■INNINKIIIIIIIII a ism ■ n m oWA= ®- �■■■i�i�■�vo■■ ■■■d■Ii ■■■■■R1■■■ m �■■■■■■■ ■■■■■■B■■ IN ■ no ■■■H■N■■ �■■a■■■■■■■■O■ ■■ 9 10 11 12 13 14 J -a MOISTURE CONTENT % sn �y Optimum Moisture 110.4 c Max. Dry Density lbs./cu.ft. 1ient, Attn: Eng. Dept. 81981 2 ient, Engr.Dept.8380 S•Federal Hwy.,Pt•St.Lucie,FL.33452 jUN ity of Sebastian PO Box 127 Sebastian,FL. PITTSBURGH TESTING LABORATO'�ER1Na 1 City Engr. Robert Lloyd PC Box 127 Sebastian COAST EN t FL. 32958 _ ITAch. , V DISTRICT MANAGER C, `DRY, 1205 RE/ -MA PITTSBURGH TESTING LABORATORY ESTABLISHED I881 Jay 3901 N.W. 29TH AVE., MIAMI, FLA., 33142 Order No. MA 3707 � AS A MUTUClass A AL PROTECTION TO CLI,ENT3. THE PUBLIC AND OURSELVES. ALL REPORTS I' Q ARE SU EMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. ANO 4 UTNORI2ATION DO}e 'Y -22-V1 FOR IU BLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS 16 RESERVED PENDING OUR WRITTEN APPROVAL. Lab #173 R E P O R T O F MOISTURE - DENSITY RELATIONSHIP OF SOIL General Development Corporation For: 1111 S. Bayshore Drive -lYiami, Florida 33131 Project: Sebastian Highlands WR 3871 Location_ Representative S a m p l e Hardpan & Gray Sand -fixture Method of Test AASHO T-180 1.10 1.09 m MOISTURE - DENSITY RELATIONSHIP CURVE 1.07 8 Tech: J.Cornell 9 10 11 12 13 14 MOISTURE CONTENT % Optimum Moisture 110.4 % Max. Dry Density P 1tient, Attn: Eng. Dept. �rl�,��-�' 2 ient, Engr.Dept.8380 S.Federal Hwy.,Pt.St.Lucie,FL.3345k - 1 ty of Sebastian PO Box 127 Sebastian,FL. PITTSBURGH TESTINGJUAB-O�tAatciRY 1 City Engr. Robert Lloyd PO Box 127 Sebastian FL. 32958 Tech. , ENGINEERII`lQ. NA DISTRICT MANAGER n■nn■■■■ ■mano■nnaan'. ■OmnB ■n®B�/■ ■�� ■■■■■■■■■■ I�;nl/ B�n■■� .'�''I■�■nnmam ■■■■■■■■■■■■■ ■ ■■■ ��■�■�■■fin ■■■■■■■■■■■■■■■■■■ N■■■unn■n�� 1.07 8 Tech: J.Cornell 9 10 11 12 13 14 MOISTURE CONTENT % Optimum Moisture 110.4 % Max. Dry Density P 1tient, Attn: Eng. Dept. �rl�,��-�' 2 ient, Engr.Dept.8380 S.Federal Hwy.,Pt.St.Lucie,FL.3345k - 1 ty of Sebastian PO Box 127 Sebastian,FL. PITTSBURGH TESTINGJUAB-O�tAatciRY 1 City Engr. Robert Lloyd PO Box 127 Sebastian FL. 32958 Tech. , ENGINEERII`lQ. NA DISTRICT MANAGER FORM 1205 REV. -MA Q�< : a PITTSBURGH TESTING LABORATORY ESTABLISHED 1881 3901 N.W. 29TH AVE., MIAMI, FLA., 33142 Order No.j'�A 2707 EAg AN13 AS A MUTUAL PROTECTION TO CLIjENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOA PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING Class A D. t. I -22-81 4 OUR REPORTS 15 RESERVED PENDING OUR WRITTEN APPROVAL. Lab #V1 7 2 R E P O R T O F MOISTURE - DENSITY RELATIONSHIP OF SOIL ?or:General Development Corporation .1111. South Bayshore Drive Miami, Florida 33131 Project: Sebastian Highlands PSR 3871 Location_ Represetative Sample Light Gray Sand Method of Test AASHO T-180 ►- 109 w 0 1.07 100 8 9 Tech: J.Cornell MOISTURE - DENSITY RELATIONSHIP CURVE 1.0 11 12 13 14 MOISTURE CONTENT a FOI^,� Optimum Moisture 11.1 c Max. Dry Density bs./cu. 1ient, Attn: Engr. Dept. S 1 ient, Attn: Engr. Dept. 8380 Federal Hwy. Pt.St.Lucie, FL. 34 by _ g 1951 1 ounty Engr. Coutny Courthouse, Vero Bch•,YYTSBURGH TESTING LABORATORY 1. Tech. 2 PIArt* �cZfrlG EAST COAST EN _1. E 7 DISTRICT MANAGER •. ■!m■■6W ■■��■O �ql ■■■■►i■■■■■ �■m■■■® ■W ® ®ice �■■■■■�a■■■■■■■■■■ ■■ ■ �■H■�N 1.0 11 12 13 14 MOISTURE CONTENT a FOI^,� Optimum Moisture 11.1 c Max. Dry Density bs./cu. 1ient, Attn: Engr. Dept. S 1 ient, Attn: Engr. Dept. 8380 Federal Hwy. Pt.St.Lucie, FL. 34 by _ g 1951 1 ounty Engr. Coutny Courthouse, Vero Bch•,YYTSBURGH TESTING LABORATORY 1. Tech. 2 PIArt* �cZfrlG EAST COAST EN _1. E 7 DISTRICT MANAGER •.