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Home My WebLink AboutPROJECT INFORMATIONNutting E Engineers t Aonoam .I �abusnea wa) Your Pro)xt It Our C"mmitmen t MOISTURE DENSITY RELATIONSHIP REPORT TO Florida Aquastore 4722 NW Boca Raton Blvd. C-102 Boca Raton, FL 33431 ATTN: Paola Tatasciore PROJECT Proposed Water Tank @ Grove Community CONTRACTOR PROJECTNO.. PSL-1338 CLIENT Florida Aquastore C.C. SGANNtV BY St. Lucie Countil 5614 Travelers Way Fort Pierce, FL PROCTOR NO. 1 DATE TESTED Feb 17 , 2 017 DATE RECEIVED Feb 15 , 2 017 DATE SAMPLED Feb 15 , 2 017 INSITU MOISTURE N/A % SAMPLED BY M. Updike TESTED BY A. Bosch SUPPLIER On —site Material SOURCE On —site Material MATERIAL IDENTIFICATION MAJORCOMPONENT Brown Fine Sand SIZE D-1557 DESCRIPTION ROCK TYPE 110.0 107.5 M }n . 105.0 F- z 102.5 W Q 100.0 0 97.5 COMMENTS Page 1 of 1 3 COMPACTION STANDARD Modified Proctor, ASTM D1557 COMPACTION PROCEDURE C: 6" Mold, Passing 3/411 RAMMER TYPE Automatic PREPARATION Moist OVERSIZE CORRECTION METHOD None RETAINED 3/4" SCREEN % OVERSIZE SPECIFIC GRAVITY TOTAL NUMBER OF TRIALS . 4 TRIAL NUMBER WET DENSITY (Ib/ft3) DRY DENSITY (Ib/1113) MOISTURE CONTENT (%) 1 111.3 104.0 7.0 2 115.4 106.0 8.8 3 116.5 105.4 10.5 4 116.9 104.3 12.0 MAXIMUM .OPTIMUM DRY MOISTURE t DENSITY CONTENT (Ib/0) (%) $ 6 7 8 9 10 11 12 CALCULATED 106. P_ 9. 0 l MOISTURE CONTENT (°/0 OVERSIZE CORRECTED Feb PER. . Al Inc. 'Christopher E. Gworek P.E #69947 �WNVI t111y Ut mese test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request. Nutting_ Engineers Yourk esaamnearen Project is our Coriimitment TO Florida Aquastore 4722 NW Boca Raton Blvd. C-102 Boca Raton, FL 33431 ATTN: Paola Tatasciore PROJECT Proposed Water Tank @ Grove Community REPORT NO. 1 NO. OF DENSITIES 3 FIELD DENSITY REPORT PROJECTNO. PSL-1338 CLIENT Florida Aquastore C.C. LOCATION 5614 Travelers Way Fort Pierce, FL TESTED BY M. Updike DATE TESTED Feb 15, 2017 CONTRACTOR See Supporting Lab Testing AREA Circular Pad Reports for Detailed Material CONSTRUCTION TYPE Slab on Grade (0-8") Descriptions MOISTURE DRY DENSITY' DENSITY LOCATION Laboratory COMPACTION NUMBER Soil Identifier FIELD LAB FIELD LAB ` % 1 East side Brown Fine Sand 15.7 9.0 101.6 106.0 96 .2 Approximate center - Brown Fine Sand 15.3 9.0 102.2 106.0 96 3 west side Brown Fine Sand 14.8 9.0 102.8 106.0 97 FIELD METHOD Nuclear ASTM D6938 - SPECIFIED COMPACTION 98 LABORATORY METHOD Modified Proctor ASTM D1557 LOW DENSITIES INDICATED * , COMMENTS Page 1 of 1 Feb 22, 2017 Nutting Engineers of Florida, Inc. PER. L These test results only represent compaction measured at the location reported to a maximum depth of 12Inches below the surface tested. Christopher E. Gworek P.E. 969947 This report does not reflect bearing capacity or deeper soil conditions. This report shall not be reproduced, except in full of relied upon without prior written approval of Nutting Engineers of Florida, Ina. _ Palm Beach (561) 736.4900 * Broward (954) 941.8700 * Miami Dade (305) 824.0060 * Port St. Lucie (772) 408-1060 TO Florida Aquastore 4722 NW Boca Raton Blvd. C-102 Boca Raton, FL 33431 PROJECTNO. PSL-1338 CLIENT Florida Aquastore C.C. ATTN: Paola Tatasciore PROJECT Proposed Water Tank @ LOCATION 5614 Travelers Way .Grove Community Fort Pierce, FL REPORT NO. 2 NO. OF DENSITIES 3 TESTEDBYM. Updike DATE TESTED Feb 16,2017 CONTRACTOR See Supporting Lab Testing AREA Circular Pad Reports for Detailed Material CONSTRUCTION TYPE Slab on Grade (0-8 rr) Descriptions MOISTURE DRY DENSITYCOMPACTION DENSITY LOCATION Laboratory NUMBER Soil Identifier FIELD LAB FIELD LAB % 4 '- East side Brown Fine Sand 12.4 9.0 105.6 106.0 100 5 Approximate Center Brown Fine Sand 11.1 9.0 106.2 106.0 100 6 west side Brown Fine sand 10.8 9.0 106.8 106.0 101 FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 Modified Proctor ASTM D1557 LABORATORY METHOD LOW DENSITIES INDICATED *, COMMENTS pI�// .: n e // Page 1 of 1 Feb 22, 2017 . Nutting Engineers of Florida, Inc. PER. '� .r These test results only represent compaction measured at the location reported to a maximum depth of 12Inches below the surface tested. Cl.ustophef E. Gworek P.E. d69947 This report does not reflect bearing capacity or deeper Boll conditions. •, This report shall not be reproduced, except in full or relied upon without prior written approval of Nutting Engineers of Florida, Inc.. Palm Beach (661) 736.4900 * Broward (954) 941.8700 * Miami Dade (305) 824-0060 * Port St. Lucie (772) 408-1050 Report System Software Registered to: Nutting Engineers of Flodda, Boynton Beach Nutt�n9 ' FIELD DENSITY .n9��eers REPORT ...- ailor/Q1r.l EiteboheCl9a! YBgr Project is Our Commitment .. PROJECTNO. PSL-1338 TO F_ CLIENT Florida Aquastore Florida Aquastore 4722 NW Boca Raton Blvd. C-102 Boca Raton, FL 33431 ATTN: Paola Tatasciore PROJECT Proposed Water Tank Grove Community REPORT NO. 3 NO. OF DENSITIES C.C. LOCATION 5614 Travelers Way Fort Pierce, FL TESTED BY M. Updike DATE TESTED Feb 22, 2017 CONTRACTOR See Supporting Lab Testing AREA Water Tank Pad— Footing Reports for Detailed Material CONSTRUCTION TYPE (0-12") Descriptions MOISTURE DRY DENSITY DENSITY LOCATION Laboratory COMPACTION NUMBER Soil Identifier FIELD LAB FIELD LAB % 7 South Side- Approximate Center Brawn Fine Sand 8.5 9.0 105.4 106.0 99 8 North Side- Approximate Center Brown Fine Sand 7.9 9.0 105.0 106.0 99 9 East Side- Approximate Center Brown Fine Sand 7.4 9.0 ' 104.5 106.0 99 FIELD METHOD Nuclear ASTM D6938 SP,ECIFIEDCOMPACTION 98 -LABORATORY METHOD Modified 'Proctor ASTM D1557 LOW DENWITIESICATSD / r COMMENTS Page 1 of 1 Feb 23, 2017 Nutting Engineers of Florida, Inc. PER. Those test results only represent compaction measured at the location reported to a maximum depth of 12Inches below the surface tested. Christopher E. Gworek P.E. #69947 This report does not reflect bearing capacity or deeper soil conditions. This report shall not be reproduced, except in full or rolled upon without prior written approval of Nutting Englneera of Florida, Inc.. Palm Beach (661) 736.4900 * Broward (954) 941.8700 * Miami Dade (305) 824.0060 * Port St. Lucie (772) 408.1050 A 1e!=9Engin eeirs RELATIONSHIP REPORT or moon met nuournen inr Yaw PmJal h OwCem.nlrmrnl TO Florida Aquastore 4722 NW Boca Raton Blvd. C-102 Boca Raton, FL 33431 . ATTN: Paola Tatasciore PROJECTNO. PSL-1338 CLIENT Florida Aquastore C.C. SUANNILL+ BY St. Lucie Gnl )nt, PROJECT Proposed Water Tank @ 5614 Travelers Way Grove Community Fort Pierce, FL CONTRACTOR PROCTOR NO. 1 DATE TESTED Feb 17 , 20.17 DATE RECEIVED Feb 15, 2 017 DATE SAMPLED Feb 15, 2017 INSITU MOISTURE N/A % SAMPLED BY M. Updike TESTED BY A. Bosch SUPPLIER On -site Material SOURCE On -site Material MATERIAL IDENTIFICATION MAJORCOMPONENT Brown Fine Sand SIZE D-1557 DESCRIPTION ROCK TYPE 110.0 107.5 115 }c 105.0 F- z 102.5 LLJ 100.0 ❑ 97.5 COMMENTS COMPACTION STANDARD Modified Proctor, ASTM D1557 COMPACTION PROCEDURE C: 6" Mold, Passing 3/4" RAMMER TYPE Automatic PREPARATION Moist OVERSIZE CORRECTION METHOD None RETAINED 3/4"SCREEN % OVERSIZE SPECIFIC GRAVITY TOTAL NUMBER OF TRIALS 4 3 5 6 7 8 9 10 11 12 TRIAL NUMBER WET DENSITY (lb/ft3) DRY DENSITY (Ib/ft3) MOISTURE CONTENT (%) 1 111.3 104.0 7.0 2 115.4 106.0 8.8 3 116.5 105.4 10.5 4 116.9 104.3 12.0 MAXIMUM OPTIMUM DRY MOISTURE DENSITY CONTENT (Ib/113) (%) CALCULATED .___ _._._�(�QI)d�_I -OVERSIZE-CORRECTED-\\\-tOPHE 110� 0 Page 1 of 1 Feb Nutting Engineers of Florida, Inc. Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation O PER, S7 i l rE. Gvror kP.E, Ir Blest resulls�(s�/�'//NA "'10 FIELD DENSITY REPORT a�dd,� i rrwuned,osr Your Project is Our Commitment PROJECT NO. PSL-1338 TO CLIENT Florida Aquastore Florida Aquastore C.C. 4722 NW Boca Raton Blvd. C-102 Boca Raton, FL 33431 ATTN: Paola Tatasciore PROJECT Proposed Water Tank @ LOCATION 5614 Travelers Way Grove Community Fort Pierce, FL REPORT NO. 1 NO. OF DENSITIES 3 TESTEDBYM. Updike DATETESTED Feb 15,2017 CONTRACTOR See Supporting Lab Testing AREA Circular Pad Reports for Detailed Material CONSTRUCTION TYPE Slab on Grade (0-81r). Descriptions MOISTURE DRY DENSITY DENSITY NUMBER LOCATION Laboratory Soil Identifier COMPACTION FIELD LAB FIELD LAB 1 East side Brown Fine sand 15.7 9.0 101.6 106.0 96 2 Approximate center Brown Fine sand 15.3 9.0 102.2 106.0 96 3 west side Brown Fine Band 14.8 9.0 102.8 106.0 97 FIELD METHOD Nuclear ASTM D6938 SPEOI�(��1,�OQ(�Pe�II'A�f� 98 LABORATORY METHOD Modified Proctor ASTM D1557 EEERRRRR 44 COMMENTS' yY�__SF • 'P�aQR /i Page 1 of 1 Feb 22, 2017 Nutting Engineers of Florida, Inc. PER.X-C' TIF: OF%., Theca lost roauibonly represent compaction measured at the location reported loomaximum depth of It lnehaa below the surtaeo mstad. // wIli6 he[EGu This report does not reflect bearing capacity or deeper soil conditions. / `• CUR,v `\ �. This report shall not be reprodueod, except In full or rollod upon without pdorwdllan approval of Nutting Engineers of Florida, Inc. AI Palm Beach (561) 736.4900 * Broward (954) 941.8700 * Miami Dade (305),824.0060 * Port St. Lud Q �1�7�0 17M ' FIELD DENSITY f EngonnbPu REPORT rrm�titi i ww+xwdran 4k!) Your Prole¢I Is Our commiunent PROJECTNO. PSL-1338 TO CLIENT Florida Aquastore Florida Aquastore C.C. 4722 NW Boca Raton Blvd. C-102 Boca Raton, FL 33431 ATTN: Paola Tatasciore PROJECT Proposed Water Tank @ Grove Community REPORT No. 2 NO. OF DENSITIES 3 LOCATION 5614 Travelers Way Fort Pierce, FL TESTED'BY M, Updike DATE TESTED Feb 16,2.017 CONTRACTOR See Supporting La7Telrn AREA Circular Pad Reports for DetaileCONSTRUCTION TYPE Slab on Grade (0-81r) Description DENSITY LOCATION Laboratory � MOISTURE DRY DENSITY COMPACTION FIELD LAB FIELD LAB NUMBER Soil Identifier %- 4 east side Brown Fine sand 12.4 9.-0 105.6 106.0 100 5 Approxinace Center Brown Fine Sand 11.1 9.0 106.2 106.0 100 6 Nest side Brown Fine Sand 10.8 9.-0 106.8 106.0 101 FIELD METHOD Nuclear ASTM D6938 SPERJ IA Id�f`/IFfiTION 98 LABORATORY METHOD Modified Proctor' ASTM D1557 \�@\ir\\``.♦�gjt)H�,„N//�TED ... \' COMMENTS NO 6 iiiiii:"��11 Page 1 of 1 Feb 22, 2017 'Nutting Engineers of Florida, Inc. PER: r"'��'777777.��• The so test results only represent compaction measured at the locagen reported! to a maximum depth of it Inches below the surface tastedrl.:� r¢!0 h¢f E. Gw¢ICk yr 47 Thierep.ddoes not forest beating capacity or deeper soil conditions. 'i pa •, RI P This report shall not be reproduced, except In full or relied upon Without priorwdtten approval of Nutting Engineers of Florida, No.. \\� Palm Beach (661) 736-4900 * Broward.(954) 941.8700 * Miami Dade (306) 824-0060 * Port SC/1";f�'iT �l�\50 Report System Serums Registered lot Nutting Engineers of Florida, Boynton Beach """•'•� FIELD DENSITY g v !) E ultglneeilr;� REPORT anxenen I esuaarwrssi Your Project Is Our Commitment PROJECTNO. PSL-1338 TO CLIENT Florida Aquastore [Florida Aquastore C.C. 722 NW Boca Raton Blvd. C-102 oca Raton, FL 3431 ATTN: Paola Tatasciore PROJECT Proposed Water Tank @ LOCATION 5614 Travelers Way Grove Community Fort Pierce, FL REPORT NO. 3 NO. OF DENSITIES 3 TESTEDBYM. Updike DATETESTEDFeb 22,2017 CONTRACTOR See Supporting Lab Testing AREA Water Tank Pad- Footing Reports for DetailedMaterial CONSTRUCTION TYPE (0-12") Descriptions MOISTURE DRY DENSITY DENSITY NUMBER LOCATION Laboratory Soil Identifier COMPACTION % FIELD LAB FIELD LAB 7 South side- Approximate Center Brown Fine Send 8.5 9.0 105.4 106.0 99 B North Side- Approximate Center Brown Fine Sand 7.9 9.0 105.0 106.0 99 9 East side- Approximate Center Brown Fine Sand 7.4 9.0 104.5 106.0 99 FIELD METHOD Nuclear ASTM D6938 SPEC`I\FI€JA(R"J�T�ION 98 LABORATORY METHOD Modified Proctor ASTM D1557 LgOL 985 it D it COMMENTS "" �\��\5,:'V�CEHy •�Q,Ji/ * 0 699 7L- i Page 1 of 1 Feb 23, 2017 Nutting Engineers of Florida, Inc. PER= ' OF These test results only represent compaction measured at the location reported to a maximum depth of 12 Inches below the surface tested. A�. ChrislopherLGworelj♦1, /69i1b7 This report does not relloct bearing capacity or deeper sell conditions. // This report shalt not be reproduced, except In full or relied upon without prior written approval of Nutting Engineers of Florida, Inc... /,fps• OR ID Palm Beach (561) 736-4900 * Broward (954) 941.8700 * Miami Dade (305) 824-0060 * Port 0 r�an�iaa�