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Home My WebLink AboutFLA Bearings ValueFORM A07 -MA pOO PITTSBURGH TESTING LABORATORY K 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 C. s o-`" CLASS IIA" ZC�1E,~C AS A • MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS SANG �� 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 2740 LABORATORY No. 991 CLIENT'S No. REPORT OF FLORIDA BEARING VALUE BLENDS CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3861-01 On September 9, 1980 a Pittsburgh Testing Laboratory representative sampled material for C-54 and for Florida bearing value blends for the above referenced project. The results of these tests follow: 3" sand 3" select 2" sand 4" select Tech: J. Cornell Florida Bearing Value 44 63 Respectfully submitted, PITTSBURGH TESTING LABORATORY ?hn. Harllee, Vice President mr/cc 1 Client, Attn: Mr. Gulbalis 3 Client, Attn: T. Mitchell, L. Clements, S. Heisler, 1120 Pt. Malabar Blvd., Palm Bay, Fla. 32905 1 Ken Miller, 8380 S. Fedr. Hwy., Pt. St. Lucie, Fla. 33452 1 F. Lloyd, 1835 20th St., Vero Beach, Fla. 32980 1 Sebastian City Hall, Sebastian, Fla. 1 PTL Tech. 2 MA P j�C�l�➢MED ocr-+� EAST COAST EMTtEEF"-' DATA SHEET A-1 CLIENT: PROJECT: PITTSBURGH TESTING LABOt-<ATORY ESTABLISHED IBBI MIAMI, FLORIDA 33142 ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTB ARE SUBMITTED AS THE CONFIOENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING ..... Rr.nRV� IS RESERVED FENDI NG_QUR _�V%LTTLP"PPROVAL. General Development Corporation Sebastian Highlands, WR 3861 SAMPLING LOCATION C-54 Canal FORM 05 -MA ORDER NO. MA 2740 DATE: 9-19-80 LAB. NO. 247 TYPE OF _TEST CONDUCTED: Short Cut DATE COMPLETED: 9-19-80 TESTS OF SOIL SIEVE ANALYIS PLUS #4 MATERIAL SOIL TOTAL PERCENT PASSING MORTAR SAMPLE 3" "Sieve 3/4" Sieve 100 '#4 Sieve (4.76 mm) 99 #10 Sieve (2.00mm) 97 #18 Sieve _100 (1.00mm) 96 93 X35 Sieve (0.50 mm) 81,— #40 Sieve (0.42 mm) 80 78 #60 Sieve (0.25 mm) 56 54— #140 Sieve (0.105cmn) #200 Sieve (0.074 mm) 11270 Sieve PERCENT SMALLER THAN - -0.65 mm 5 0.005 mm 0.002 mm ABSORPTION BY DRY WEIGHT BULK SPECIFIC GRAVITY PHYSICAL TEST CONSTANTS LIQUID LIMIT NP PLASTICITY INDEX SOIL CLASSIFICATION AAs HO A -3 U.S. DEPARTMENT OF AGRICULTURE SOIL SERIES SOIL HORIZON TEXTURAL CLASS COLOR OF MOIST SOIL an TESTS OF SAIL CE.•IENT MIXTURES Cement Content Seven Day Test 7 By Weight Lbs. Per So. Inch* b ZbU juU 6 33U * Specimens saturatel in water 4 hrs. before test. Cement Content Total Soil -Cement 7 By Weight Lbs. Wet -Dry % _.aw RECOMMENDATIONS Recommended Cement Content 2..Q7 By Volume, which is 5 64 h. of compacted thickness: 4— E01i_ Laboratory Optimum Moisture Content 11 Laboratory Maximum Density ill ] Lbs./Cu.Ft.** oisture Density Test Made on Total Sample using #3/4" Maximum Size MajpXiwi. 0st made. in 1 toward end of damp mix govern field control. PITTSBURGH TESTING LABBOOR�A R ohn W. Harllee Vice President FORM A07 -MA PITTSBURGH TESTING LABORATORY �. =a • � r < 3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 CLASS 11AI' �yFEHRTS S ANO ARE SUBMITTEDASPROTECTION CONFIDENTIAL PUBLIC CLIENTS. THE IDENTIAL ROPER YOFACLIENTS. AND ND SA UTNOR ZAALL T ON FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 2740 LABORATORY No. 64 CLIENT'S No. REPORT OF FLORIDA BEARING VALUE BLENDS CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands, WR 3861-01 On October 1 and 2, 1980, a Pittsburgh Testing Laboratory representative sampled select material from Tract J and in-place sand. The locations and results of these tests follow: 1. 50% select 500v' sand East end of pit 2. 5095 select 50% sand Center of pit 3. 50,13 select 50% sand Hest end of pit Tech: J. Cornell F.B.V. 77 86 64 Respectfully submitted, PITTSBURGH TESTING LABORATORY �'� Lo JG�n W. Harllee, Vice President mr/cc 1 Client, Attn: S. Gulbalis 3 Client, T. Mitchell, L. Clements, S. Heisler,1120 Pt. Mal. Blvd., Palm Bay, 32905 1 Ken Miller, 8380 S. Federal Hwy., Pt. St. Lucie, Fla. 33452 1 F. Lloyd, 1835 20th St., Vero Beach, Fla. 32980 1 Sebastian City Hall, Sebastian, Fla. 1 PTL Tech. 2 MA • OCT zoNw EAST COAST ENGINEERIN& 3 FORM 407 -MA PITTSBURGH TESTING LABORATORY t C 6 � � 3901 N: W. 29th AVENUE. MIAMI. FLORIDA 33142 C Z ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS SAN O GARE SUBM11 AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION CLASS IIA II FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. MA 2740 LABORATORY No. 1000 CLIENT'S No. REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3861-01 On September 16 and 17, 1980 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 FLORIDA BEARING VALUE 1 26 561 71 2 10 557 68 3 8 560 65 4 8 556 73 5 5 560 75 6 1 560 66 7 4 558 65 8 7 558 71 9 10 558 70 10 13 558 59 11 15 558 61 12 37 552 74 Tech: J. Cornell Respectfully submitted, PITTSBURGH TESTING LABORATORY �� John W. Harllee, Vice President . --# - --0-1111I 1 Client, ent, Attn: S. Gulbalis 3 Client, T. Mitchell, L. Clements, S. Heisler, 1120 Pt. Mal. Blvd., Y 32905 .. • 1 Ken Miller, 8380 S. Fed. Hwy., Pt. St. Lucie, Fla. 33452 1 F. Lloyd, 1835 20 St., Vero Bch, Fl. 32980 QE's — 1 Sebastian City Hall, Sebastian, Fla. 1 PTL Tech. 2 MA EJtST COAST OG11V'EEWIG FORM 407 -MA OJP+ f'v' PITTSBURGH TESTING LABORATORY O Q d n r � 3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 �� sr Pv�1h ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS SAN Cal ARE SUBMITTE11D 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 2740 LABORATORY No. 998 CLIENT'S No. REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands, WR 3861-01 On September 12, 13 and 14, 1980 a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb. The locations and results of these tests follows: Tech: J. Cornell i lient, Attn: Mr. Gulbalis ient, T. Mitchell, L. Clements, S. Heisler, 1120 Pt. Mal. Blvd., Palm Bay 32905 1 Ken Miller 8380 S. Fed, Hwy. Pt.St. Lucie 1 F. Lloyd, f835 20 St. Vero each Fl 32980 1 Sebastian City Hall, Sebastian, Fl. 1 PT1Tech FLORIDA BEARING VALUE 56 55 66 70 69 60 71 73 69 76 70 68 74 77 72 69 61 70 73 65 83 72 71 68 60 58 77' Respectfully submitted, . . 0' T PITTSBURGH TESTING LABORATORY OCT — JJ W. Harllee , Vice President EgST1 GV►STTENG'NEERING LOCATION SAMPLE LOT BLOCK 1 28 562 2 24 562 3 5 557 4 21 562 5 9 557 6 2 557 7 5 561 8 1 561 9 7 560 10 11 557 11 14 557 12 17 557 13 1 556 14 4 556 15 7 556 16 9 556 17 _ 12 556 18 14 556 19 18 557 20 21 562 21 17 552 22 20 552 23 23 552 24 26 552 25 29 552 26 32 552 27 35 552 Tech: J. Cornell i lient, Attn: Mr. Gulbalis ient, T. Mitchell, L. Clements, S. Heisler, 1120 Pt. Mal. Blvd., Palm Bay 32905 1 Ken Miller 8380 S. Fed, Hwy. Pt.St. Lucie 1 F. Lloyd, f835 20 St. Vero each Fl 32980 1 Sebastian City Hall, Sebastian, Fl. 1 PT1Tech FLORIDA BEARING VALUE 56 55 66 70 69 60 71 73 69 76 70 68 74 77 72 69 61 70 73 65 83 72 71 68 60 58 77' Respectfully submitted, . . 0' T PITTSBURGH TESTING LABORATORY OCT — JJ W. Harllee , Vice President EgST1 GV►STTENG'NEERING FORM 407 -MA �=CI =9` PITTSBURGH TESTING LABORATORY ._ 3901 N.W> 29th AVENUE. MIAMI. FLORIDA 33142 r AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS class 'A' FRg qN0 G� 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 2740 LABORATORY No. 33 CLIENT'S No. REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3861-01 On October 22, 1980 a Pittsburgh Testing Laboratory representative sampled the stabilized subgrade under the curb. The results and locations of these tests follow: SAMPLE LOCATION: LOT BLOCK, FLORIDA BEARING VALUE 1 17 552 69 2 13 552 74 3 9 552 78 4 5 552 81 5 2 552 63 6 19 562 65 7 15 562 70 8 12 562 72 9 12 563 55 10 13 564 66 Tech: J. Cornell mr/cc 1 Client, Attn: Pyr. Gulbalis 3 Client, At. T. Mitchell, -L. Clements, S. Heisler, 1120 Pt. Malabar Blvd. Palm Bay, Fla. 32905 1 Ken Miller, 8380 S. Fed. Hwy., Pt. St. Lucie, Fla. 33452 1 F. Lloyd, 1835 20th St.,.Vero Bch, F1. 1 Sebastian City Hall, Sebastian, Fla. 1 PTL Tech. 2 MA 0 Respectfully submitted, PITTSBURGH TESTING LABORATORY Harllee, 1% ce President Nov -i • f 1y� QST COAST ENGINE -F-1" `l3 o PITTSBURGH TESTING LABORATORY 6 D 7C 3901 N.W< 29th AVENUE, MIAMI. FLORIDA 33142 r q '/yFFRSgRTS NOLARE SUBMITTED PROTECTION TTEDCLIENTS. LIA ND AAS HE CONFIDEIAL PROPE TBYOFCLIENTS. ANDAUTHORIZATIONOAUTHOR ZATIION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ORDER No. NA 2740 LABORATORY No CLIENT'S No. REPORT OF FLORIDA BEARING VALUE CLIENT: General Development Corporation 1111 S. Bayshore Drive Miami, Florida 33131 PROJECT: Sebastian Highlands WR 3861-01 FORM a07 -MA CLASS "A" 75 On October 13, 1930 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: Tech: J. Cornell Respectfully submitted, PITTSBURGH TESTING LABORATORY �W, John I.1. Harllee, Vice President mr/cc 1 Client, Attn: Hr. Gulbalis 3 Client, T. Mitchell, L. Clements, S. Heisler, 1120 Pt. Malabar Blvd., Palm Ba 32905 1 Ken Mi11er, 8380 S. Federal Itay., Pt. St. Lucie, Fla. 33452 1 l 1 F. Lloyd, 1835 20th St., Vero Beach, Fla. 32980 1 SEbastian City Hall, Sebastian, Fla. 1 PTL Tech. 2 MA NOV EAST COAST ENGINEERING LOCATION LOT BLOCK FLORIDA BEARING VALUE 1 —T 561 97 2 10 561 88 3 13 561 104 4 32 562 99 5 35 562 100 6 38 562 104 7 9 560 102 8 22 561 85 9 19 561 92 10 Track P 99 Tech: J. Cornell Respectfully submitted, PITTSBURGH TESTING LABORATORY �W, John I.1. Harllee, Vice President mr/cc 1 Client, Attn: Hr. Gulbalis 3 Client, T. Mitchell, L. Clements, S. Heisler, 1120 Pt. Malabar Blvd., Palm Ba 32905 1 Ken Mi11er, 8380 S. Federal Itay., Pt. St. Lucie, Fla. 33452 1 l 1 F. Lloyd, 1835 20th St., Vero Beach, Fla. 32980 1 SEbastian City Hall, Sebastian, Fla. 1 PTL Tech. 2 MA NOV EAST COAST ENGINEERING