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Home My WebLink AboutFLA Bearing ValueFORM 407 -MA 4b o PITTSBURGH TESTING LABORATORY A a � 3901 N.W. 29Th AVENUE, MIAMI. FLORIDA 33142 Class " 1t ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS FRSAND �N ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 3707 LABORATORY No. 347 CLIENT'S No. REPORT OF FLORIDA BEARING VALUE BLEWS CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3371 On July 17 & 18, 1981, a Pittsburgh Testing Laboratory representative sampled select material and in-place sand on the above referenced project for Florida Bearing Value Blends. The results of these tests follow: SAMPLE SAIJD SELECT F. B.V. 1 311 311 43 2 211 411 64 3 111 511 89 Tech: J. Cornell Respectfully submitted, PITTSBURGH TESTIt4G LABORATORY JohnI'!. llarllee, Vice President mr/cc 1 Client, Attn: Engr. Dept. 1 Client, Attn: Engr. Dept., 3080 S. Federal Hwy., Port St. Lucie, Fla. 33452 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 1 City Engineer, PO Box 127, Sebastian, Fla. 32958 1 PTL Tech. 2 IMA u • SEP 1981 EAST COAST ENGINEERING FORM 407 -MA I? G PITTSBLiRGH TESTING LAB RATORY 3901 KW, 29th AVENUE, MIAMI, FLORIDA 33142 •RIDER No. MA 3707 CLIENT'S No. AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. ANO AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 545 LABORATORY No. REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands w/r 3871 On December 16, 17, 18, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade on the above referenced project the location and results of these tests follow: SAMPLE LOCATION LOT BLOCK FLORIDA BEARING VALUE 1 12 615 74,- 2 1 607 69 3 3 609 72 4 7 609 84 5 1 606 92 6 3 601 88 7 6 601 71 8 1 599 66 9 2 583 78 10 5 583 81 11 8 582 69 12 12 583 77 13 30 581 92 14 1 across from Block 462 90 15 4 581 84 16 7 581 81 17 11 581 77 18 15 581 90 19 19 581 85 20 22 581 88 21 Track "M" North 59 22 Track "M" South 63 Technician: J. Cornell Respectfully submitted, PITTSBURGH TESTING LABORATORY j r • John W. Harl 1 ee JAN 2 01982 Vice President EAST COAST ENGINEERING yQV y�y NS(,4oO9 FORM 607 -MA �� =o PITTSBURGH TESTING LABuRATORY � 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 0 <Jp� ORDER No. CLIENT'S No. • ASA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMI TTEO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR RECAROING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. MA 3707 LABORATORY No. 536 REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands w/r 3871 On November 8, 1981 a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb. THe location and results of these tests follow: LOCATION SAMPLE LOT BLOCK FLORIDA BEARING VALUE 1 1 621 84 2 1 617 79 Technician: J. Cornell Respectfully submitted, PITTSBURGH TESTING LABORATORY John W. Harllee Vice President Fq 7-� JAN 201982 FAST COAST ENGINEERING FORM 407 -MA a o PITTSBURGH TESTING LABORATORY a a � 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 PROTECTION .0/yEERS /, Np ARE SUOMI TTEOAAS HE CONFIDENTIAL B AL PROPE TYL IOFACLIENTS. ANO OURSELVES.ND REPORTS AUTHORIZATION Class A FOR PU PLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 3707 LABORATORY No. 485 CLIENT'S No. REPORT OF FLORIDA BEARING VALUE • CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands,w/r 3871 On November 3, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade on Essey St. and under the curb on the above referenced project. The results and locations of these tests follow: SAMPLE LOCATION LOT BLOCK FBV 1 18 605 74 2 15 11 91 3 13 11 106 4 14 604 88 5 1 11 79 Technician: J. Cornell JWH/ck Respectfully submitted, PITTSBURGH TESTING LABORATORY John W. Harllee1� Vice President ELU COAsr U40NE€RIND FORM 407 -MA /"Y " �9 PITTSBURGH TESTING LABORATORY C7 r < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 Class •C/y 1� Cl ass A AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS '?S NO ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING MA 3707 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 494 ORDER No. LABORATORY No. CLIENT'S No. REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Dr. Miami, FL 33131 PROJECT: Sebastian Highlands, w/r 3871 On November 10, 11, 12, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized under curb on the above referenced project the location and results of these tests follow: SAMPLE LOCATION LOT BLOCK FBV 1 2 607 89 2 6 of71 3 10 80 4 14 99 5 18 88 6 21 106 7 24 90 8 16 609 83 9 12 if74 10 8 it66 11 1 608 78 12 5 If94 13 9 Is94 14 12 104 15 16 88 Technician: J. COrnell Respectfully submitted, PITTSBURGH TESTING LABORATORY JWH/ck John W. Harlleej • Vice President 0 'JAN " 6 1982 EAASI COAST ENGINEERING 4 e0 FORM 407 -MA PITTSBURGH TESTING LABORATORY -a r < 3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 'FEgst OROER No. CLIENT'S No. • AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Class A FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. MA 3]O] LABORATORY No. 504 REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands, w/r 3871 On November 21, 23, 24, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb on the above referenced project. The locations and results of these tests follow: SAMPLE LOCATION LOT BLOCK FBV 1 1 606 88 2 4 a74 3 6 It96 4 17 600 90 5 14 1179 6 11 to68 7 10 599 73 8 13 1189 9 16 0172 10 5 104 11 2 98 12 8 600 90 13 5 1182 14 1 If85 15 11 601 73 16 14 Is79 17 18 It88 18 10 It99 Technician: J. Cornell RespectfHlly submitted, PITTSBURGH TESTING LABORATORY Jon W. �� Harllee JWH/ck Vice President 'JAN " 61`�b2 8a CpAV ENGINEERING a � r • c/y '9S 9 o ES` fEgSANOL�� ORDER No. CLIENT'S No. FORM 407 -MA PITTSBURGH TESTING LABORATORY 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 ASA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Class A FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. MA 3707 LABORATORY No. 515 REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands, w/r 3871 On December 1, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curbs on the above referenced project. The results and location of these test follow: SAMPLE LOCATION LOT BLOCK STREET FBV 1 16 597 Lomas 56 2 17 594 t154 3 21 598 1160 4 22 594 is 59 5 27 594 I'70 6 25 598 It 65 7 29 598 I'55 8 30 594 I'58 9 34 594 It 54 10 25 620 If59 Technician: B. Plemmons • JWH/ck Respectfully submitted, PITTSBURGH TESTING LABC John W. Harllee Vice President RATORY JAN - 61982 EAST COAST ENGINEuR%bG FORM 407 -MA Z PITTSBURGH TESTING LABORATORY C, < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 ct-y qxz%�gN ORDER No. CLIENT'S No. • AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS RE SUM TTED AS THE CONFIOCNIAL PROPERTY OF CL ENTS. AND AUTHOZATION Class A F R PUBLICATION OF STATEMENTS. TCONCLUSIONS OR EXTRACTS FROM OR REGARDING MAOUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 3707 LABORATORY No. 516 REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands, w/r 3871 On December 2, 3, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb on the above referenced project. The results and locations of these tests follow: SAMPLE LOCATION LOT BLOCK STREET FBV 1 23 620 Crawford Dr'. 55 2 19 62 3 15 56 4 11 Carlson St. 66 5 8 58 6 4 If64 7 1 It56 8 29 ItJulian Ave. 59 9 26 64 10 21 619 Crawford Dr. 59 11 17 68 12 13 at 1158 13 9 11Carlson St. 66 14 5 62 15 1 59 Technician: B. Plemmons Respectfully submitted, PITTSBURGH TESTING LABORATORY John W. Harllee Vice President JWH/ck JAN " 6 t�`d"z I_.COAST ENGIN€€RIMO FORM 407 -MA 0J' . b -PITTSBORGH TESTING LABORATORY � r 9 O O a � 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 •%Y 'C A�S`�\y AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS FEgS ANo �Class A ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 3707 LABORATORY No. 524 CLIENT'S No. REPORT ON FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands, w/r 3871 On December 3, 4, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb on the above referenced project. The results and locations of these tests follow: SAMPLE LOCATION LOT BLOCK STREET FBV 1 26 618 Julian Ave. 59 2 12 621 66 3 8 1' 72 4 4 11 68 5 1 11 63 Technician: B. Plemmons Respectfully submitted, PITTSBURGH TESTING LABORATORY John W . Harl lee Vice President JWH/ck JAN -gLa 6 �Z QoAST ENGINE NO FORM 407 -MA PITTSBURGH TESTING LABORATORY _C3 0. r < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 //%I•ryC aEs �l�`\ AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS EHSANG G� ARC SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Class A FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. LABORATORY No. 5 2 5 ORDER No. MA 3707 CLIENT'S No. REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands, w/r 3871 On December 5, 6, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curbs on the above referenced project. The results and location of these tests follow: - SAMPLE LOCATION LOT BLOCK STREET FBV 1 30 618 Julian Ave. 66 2 1 619 Deacon Dr. 75 3 27 617 If 68 4 23 of80 5 19 if72 6 15 14Marby St. 59 7 11 111174 8 7 1162 9 3 1175 10 4 618 88 11 8 11 11 79 12 12 IsDeacon Dr. 84 13 16 68 14 20 - 72 15 23 74 Technician: B. Plemmons Respectfully submitted, PITTSBURGH TESTING LABORATORY John W. Harllee • JWH/ck Vice President JAN r ro jAS1 Qoga ENGINEERIND FORM A07 -MA or PITTSBURGH TESTING LABORATORY � 3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 ct.h • AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANO OURSELVES. ALL REPORTS EgSANO�� ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Class A FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 3707 LABORATORY No. 456 CLIENT'S No. REPORT ON FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands w/r 3871 On October 9 and 13, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb on the above referenced project. The location and results of these tests follow: PITTSBURGH TESTING LABORATORY John W. Harllee Vice President L� +rte ll • NOV - 5 1981 EAST COAST ENGINEWN4 LOCATION FLORIDA BEARING SAMPLE LOT BLOCK VALUE 1 6 611 89 2 9 611 75 3 12 611 99 4 21 611 106 5 23 611 93 6 16 610 88 7 11 615 79 8 8 615 84 9 6 615 97 10 3 615 90 11 3 616 106 12 6 616 82 13 9 616 82 14 accross 10 615 89 from _ Technician: J. Cornell Respectfully submitted, PITTSBURGH TESTING LABORATORY John W. Harllee Vice President L� +rte ll • NOV - 5 1981 EAST COAST ENGINEWN4 Zo PITTSBURGH TESTING LABORATORY K 3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 y • �fFRg p �� ARE SUOMITTEDROTECTION TO AS THE CONFIDENTIAL PROPERTY PUBLICTS. THE AND AC LENTS• AND OURSELVES. AUTHOTS RIZATION Class A FOR PUlLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 3707 LABORATORY No. 445 CLIENT'S No. REPORT ON FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands w/r 3871 On October 2,5,6,8,9, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb on the above referenced project. The locations and results of these tests follow: LOCATION FLORIDA BEARING SAMPLE LOT BLOCK VALUE 1 3 603 81 2 6 603 77 3 9 603 69 4 5 612 78 5 8 612 73 6 11 612 84 7 6 604 100 8 4 604 94 9 1 604 83 10 1 605 79 11 4 605 83 12 7 605 91 13 11 605 106 14 6 604 95 15 9 604 88 16 12 604 106 17 4 611 97 18 1 611 81 19 1 604 100 20 14 604 92 21 13 605 85 22 15 605 79 23 18 605 84 24 1 602 88 25 acrs, from 14 604 91 26 13 605 87 27 15 605 82 28 *Technician: 18 605 88 J. Cornell FORM 407 -MA MIMED NOV ' 5 1981 Respect f li t$M$NEERINO PITTSBURGH TESTING LABORATORY N r John W. Harllee Vice President FORM 407 -MA °09 PITTSBURGH TESTING LABORATORY =o < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 .h • PROTECTION CLIENTS. THE yFFgS ANU GARE SU:MI TTEDAS THE CONFIDENTIAL PROPERTY IOFACLIENTS. AMD SAUTHOR AUTHORIZATION Class A FOR PULICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING (� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 439 ORDER No. MA 3707 LABORATORY No. CLIENT'S No. REPORT ON FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands w/r 3871 On September 29 and 30, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb on the above referenced project. The locations and results of these tests follow: LOCATION FLORIDA BEARING SAMPLE LOT BLOCK VALUE 1 12 614 56 2 9 614 67 3 6 614 71 4 4 614 88 5 2 614 79 6 12 613 58 7 9 613 _ 77 8 6 613 82 9: 4 613 91 10 2 614 88 11 25 614 79 12 1 614 84 13 1 612 89 14 2 612 70 1r, 6 604 62 16 4 604 80 17 2 604 104 Technician: J. Cornell Respectfully submitted, PITTSBURGH TESTING LABORATORY John W. Harllee�� Vice President EAST COAST EN(3NcESZ1NG FORM 407 -MA 0J T`v9 PITTSBURGH TESTING LABORATORY yr 9 a M B2 , < 3901 N.W. 29th AVENUE. MIAMI, FLORIDA 33142 ��%i • Cy`h ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS EEgS No �rARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 3707 LABORATORY No. 474 CLIENT'S No. REPORT ON FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands w/r 3871 On October 24, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb on the above referenced project. The results and location of these tests follow: LOCATION SAMPLE LOT BLOCK FLORIDA BEARING VALUE 1 N. side of Easy St. 100' W. of Schumann 56 2 S. side of Easy St. 100' W. of Schumann 59 3 S. side of East St. 400' W. of Schumann 52 4 N. side of Easy St. 400' W. of Schumann 59 5 N. side of Easy St. 700' W. of Schumann 68 6 S. side of Easy St. 700' W. of Schumann 72 7 9 602 Easy St. 82 8 1 588 Easy St. 75 9 18 603 Caprona 88 10 8 602 Caprona 68 11 5 602 Caprona 64 12 15 603 Caprona 71 13 12 603 Caprona 62 14 2 602 Caprona 66 Technician: B. Plemmons • Respectfully submitted, PITTSBURGH TESTING LABORATORY John W. Harllee��% Vice President NOV 3 01981 EAST COAST ENGINEERING FORM 407 -MA yQz` o PITTSBURGH TESTING LABORATORY a r 3901 N.W. 29Th AVENUE, MIAMI. FLORIDA 33142 9AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ERSANU �� ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 465 ORDER No. MA 3707 LABORATORY No. CLIENT'S No. REPORT ON FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, FL 33131 PROJECT: Sebastian Highlands � Wk On October 19, 21, 1981, a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb on the above referenced project. The locations and results of these tests follow: LOCATION SAMPLE LOT BLOCK FLORIDA. BEARING VALUE 1 15 611 84 2 19 611 97 3 1 610 80 4 3 610 75 5 7 610 92 6 9 610 106 7 23 611 88 8 25 611 80 9 29 611 89 10 33 611 106 Technician: J. Cornell Respectfully submitted, PITTSBURGH TESTING LABORATORY John W. , Harl 1 ee�� Vice President NOV s 01�e1 .FAST CO's ENGINEERING FORM 407 -MA yvr PITTSBURGH TESTING LABORATORY H Y 2 C, a 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 Class "A" •%S ryc pE��y ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS R EEgsanD��` AE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 3707 LABORATORY No. 347 CLIENT'S No. REPORT OF FLORIDA BEARING VALUE BLENDS CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3871 On July 17 & 18, 1981, a Pittsburgh Testing Laboratory represelatative sampled select material and in-place sand on the above referenced project for Florida Bearing Value Blends. The results of these tests follow: SAMPLE SAND SELECT F.B.V. 1 311 311 48 2 211 411 64 3 111 511 39 Tech: J. Cornell Respectfully submitted, PITTSBURGH TESTING LABORATORY John W. Harllee, Vice President mr/cc 1 Client, Attn: Engr. Dept. 1 Client, Attn: Engr. Dept., 3080 S. Federal Hwy., Port St. Lucie, Fla. 33452 1 City of Sebastian, PO Box 127, Sebastian, Fla. 32958 1 City Engineer, PO Box 127, Sebastian, Fla. 32958 1 PTL Tech. �r'-.Q ryTJ n. 2 MA EAST CCAST ENGINE R—= y<P'PITTSBURGH TESTING LABORATORY a A 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 •,'y'ryCaC''��\h AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS V PERS ANOLN� ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION 1/ FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. b"A 3707 LABORATORY No. 172 Class CLIENT'S No. REPORT OF FLA BEARING VALUE BLENDS CLIENT General Development Corporation 1111 South Bayshore Drive Miami, Florida 33131 PROJECT Sebastian Highlands - WR 3871 FORM A07 -MA On April 23, 1981 a Pittsburgh Testing Laboratory representative sampled select material from Truck J and in place sand. The results of these blends are as follows. 1 50% Select 50% Sand - East end of pit 77 2 50% Select 50% Sand - Center of pit 86 3 50% Select 50% Sand - West end of pit 64 Tech; J. Cornell Respectfully submitted PITTSBURGH TESTING LABORATORY • cc: 1. Client, Attn: Engr. Dept. 2 Client, Attn: Engr. Dept. 8380 S. John W. Harllee, Federal Hwy., Pt. St. Lucie,FL.33452 Vice President 1. City of Sebastian, P.O.Box 1.27, Sebastian, FL -32958 1 City Engr. R.Lloyd P.O.Box 1.27 Sebastian,FL.32958 1. Tech. 2 PSA • MAY - 81981 FAST COAST ENGINEERING V