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Home My WebLink AboutSOIL REPORTm .13LEngnuinengers orrerwa Intl Estamisnetr l 7 Y.., irgj"t Is owc..mhment MOISTURE - DENSITY RELATIONSHIP REPORT PROJECTNO. PSL-1297 TO CLIENT Polo Construction, Inc. Polo Construction, Inc. C.C. 5500 Military Tr./ Ste 22-321 Jupiter, FL 'Aunoo aton-I'IS 33458 6t;ANNED 01a1ulw8ae. )i Luce Countv 910Z h 1130 ATTN: John Kay PROJECT Proposed Residence CONTRACTOR 8060 Plantation Lakes Drive Port St. Lucie, FL PROCTOR NO. 1 DATETESTEDMar 15,2016 DATERECEIVEDMar 14,2016 DATESAMPLEDMar 14,2016 INSITU MOISTURE N/A % SAMPLED BY J.Molina TESTED BY C.Costantino SUPPLIER On -site Material SOURCE Building Pad MATERIAL IDENTIFICATION MAJOR COMPONENT Brown Sand MINOR COMPONENT ROCK TYPE iFEx1111 112.5 M 110.0 107.5 Z W 0 105.0 0 102.5 100.0 COMMENTS Page 1 of 1 COMPACTION STANDARD Modified Proctor, ASTM D1557 COMPACTION PROCEDURE C: 6" Mold, Passing 3/4" RAMMER TYPE Automatic TOTAL NUMBER OF TRIALS 4 3 4 1 6 7 8 9 10 11 12 MOISTURE CONTENT I%) Mar 18,2016 of TRIAL NUMBER WET DENSITY (Iblft3) DRY DENSITY (Iblft3) MOISTURE CONTENT (%) 1 112.4 105.3 6.7 2 116.6 107.3 8.6 3 120.5 109.0 10.5 4 120.7 107.5 -12.3 MAXIMUM OPTIMUM DRY MOISTURE DENSITY CONTENT (Iblft3) (%) CALCULATED 109.0 11.0 PER. / . Inc. Richard G. loss!, P.E. #42003 Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request IE �iV /col - oo7gro� nuu'ng FIELD DENSITY Engineers REPORT Your Project is Our commitment To Polo Construction, Inc. 1533458 500 Military Tr./ Ste 22-321 upiter, FL ATTN: John Kay PROJECT Proposed Residence REPORT NO. 1 NO.OF DENSITIES 12 PROJECTNO. PSL-1297 CLIENT Polo Construction, Inc. C.C. LOCATION 8060 Plantation Lakes Drive Port St. Lucie, FL TESTED BY J. Molina DATE TESTED Mar 14 , 2016 CONTRACTOR See Supporting Lab Testing AREA Building Pad Reports for Detailed Material CONSTRUCTION TYPE (0-12") Descriptions MOISTURE DRY DENSITY DENSITY LOCATION Laboratory COMPACTION NUMBER Soil Identifier FIELD LAB FIELD LAB 1 Proof -roll @ NE corner Brown Sand 9.5 11.0 107.2 109.0 98 2 Proof -roll @ NW corner Brown Sand 9.2 11.0 108.5 109.0 100 3 Proof -roll @ SE corner Brown Sand 9.7 11.0 108.1 109.0 99 4 Proof -roll @ SW corner Brown Sand 9.1 11.0 108.7 109.0 100 5 let lift @ NE corner Brown Sand 9.3 11.0 108.3 109.0 99 6 let lift @ NW corner Brown Sand 8.1 11.0 108.5 109.0 100 7 lot lift @ SE corner Brown Sand 8.5 11.0 108.7 109.0 100 8 1st lift @ SW corner Brown Sand 8.7 11.0 107.5 109.0 99 9 2nd lift @ NE corner Brown Sand 8.1 11.0 107.2 109.0 98 10 2nd lift @ NW corner Brown Sand 8.9 11.0 108.1 109.0 99 FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD Modified Proctor ASTM D1557 LOW DENSFTIES INDICATED COMMENTS (l r�/ Ac �� Page 1 of 2 Mar 18,2016 I J Nutting Engineers of Florida, Inc. PER. I y/ These test results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface tested. Richard G. loss!, P.E. #42603 This report does not reflect bearing capacity or deeper soil conditions. This report shall not be reproduced, except in full or relied upon without prior written approval of Nutting Engineers of Florida, In" Palm Beach (561) 736-4900 * Broward (954) 941-8700 * Miami Dade (305) 824.0060 * Port St. Lucie (772) 408.1050 nulting Engineers ffk�k� IEemMs1e1W Your Project is Our Commitment FIELD DENSITY REPORT TO Polo Construction, Inc. 5500 Military Tr./ Ste 22-321 Jupiter, FL 33458 ATTN: John Kay PROJECT Proposed Residence REPORT NO. I NO. OF DENSITIES 12 PROJECTNO. PSL-1297 CLIENT POlo Construction, Inc. C.C. LOCATION 8060 Plantation Lakes Drive Port St. Lucie, FL TESTED BY J.Molina DATETESTED Mar 14, 2016 CONTRACTOR See Supporting Lab Testing AREA Building Pad Reports for Detailed Material CONSTRUCTION TYPE (0-12") Descriptions DRY DENSITY DENSITY LOCATION LaboratoryMOISTURE COMPACTION NUMBER Soil Identifier FIELD LAB FIELD LAB % 11 2nd lift @ SE corner Brown Sand 7.3 11.0 108.5 109.0 100 12 2nd lift @ SW corner Brown Sand 7.5 11.0 108.0 109.0 99 FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD Modified Proctor ASTM D1557 LOW DENSITIES INDICATED COMMENTS Page 2 of 2 Mar 18, 2016 Nutting Engineers of Florida, Inc. PER.( These test results only represent compaction measured at the location reported to a maximum depth or 12 Inches below the surface tested. Richard G. �0551 P.E. #42603 This report does not reflect bearing capacity or deeper soil conditions. r This report shall not be reproduced, except In full or relied upon without prior written approval of Nutting Engineers of Florida, Inc.. Palm Beach (561) 736-4900 * Broward (954) 941-8700 * Miami Dade (305) 824-0060 * Port St. Lucie (772) 408-1050 u "maa uK.r esu+pmnca reor rumRv(csnh oeoCommhmenr RELATIONSHIP REPORT PROJECTNO. PSL-1297 To CLIENT Polo Construction, Inc. Polo Construction, Inc. C.C. 5500 Military Tr./ Ste 22-3 SCANNED Jupiter, EL hECEIVED BY 33458 St. Lucie County MAR 2 1 2016 ATTN: John Kay PROJECT Proposed Residence CONTRACTOR 8060 Plantation Lakes Drive Port St. Lucie, FL PROCTOR NO. 1 DATETESTEDMar 15,2016 DATERECEIVEDMar 14,2016 DATESAMPLEDMar 14,2016 INSITU MOISTURE N/A rya SAMPLED BY J.Molina TESTED BY C.Costantino SUPPLIER On -site Material SOURCE Building Pad MATERIAL IDENTIFICATION MAJORCOMPONENT Brown Sand MINOR COMPONENT ROCK TYPE 115.0 112.5 M 110.0 a 107.5 z LU G 105.0 100.0 COMMENTS COMPACTION STANDARD Modified Proctor, ASTM D1557 COMPACTION PROCEDURE C: 6" Mold, Passing 3/4" RAMMER TYPE Automatic TOTAL NUMBER OF TRIALS 4 6 7 8 9 10 11 12 MOISTURE CONTENT (%} TRIAL NUMBER WET DENSITY (lbw) DRY DENSITY ohm) MOISTURE CONTENT (%) 1 112.4 105.3 6.7 2 116.6 107.3 8.6 3 120.5 109.0 10.5 4 120.7 107.5 12.3 MAXIMUM OPTIMUM DRY MOISTURE DENSITY CONTENT (IbNt3) (%) CALCULATED �\J'QBU D)* 11.0 ` Page 1 of 1 Mar 18, 2016 Nutting Engineers of Florida, Inc. Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test a provided only bij i 't pROFZ�y FIELD DENSITY C>a Engen�� REPORT Your project IS our commuted PROJECTNO. PSL-1297 TO CLIENT P010 Construction, Inc. Polo Construction, Inc. C.C. 5500 Military Tr./ Ste 22-321 Jupiter, FL 33458 ATTN: John Kay PROJECT Proposed Residence REPORT NO. 1 NO. OF DENSITIES 12 LOCATION 8060 Plantation Lakes Drive Port St. Lucie, FL TESTED BY J.Molina DATETESTED Mar 14, 2016 CONTRACTOR See Supporting Lab Testing AREA Building Pad Reports for Detailed Material CONSTRUCTION TYPE (0-1211) Descriptions MOISTURE DRY DENSITY DENSITY LOCATION COMPACTION NUMBER Soillderltifer FIELD LAB FIELD LAB % 1 Proof -roll 0 HE corner drawn Sand 9.5 11.0 107.2 109.0 98 2 Proof -roll 0 NH corner Brawn Sand 9.2 11.0 108.5 209.0 100 3 Proof -roll a se mraer Brows sand 9.7 11.0 108.1 109.0 99 4 Picof-roll 0 SW wrnar Brown Sand 9.1 11.0 108.7 109.0 100 5 let lift 0 NE tamer Brown sand 9.3 11.0 108.3 109.0 99 6 lat lift a NW mrner Brown Sand 8.1 11.0 108.5 109.0 100 7 ist lift 0 SE corner Brown sand 8.5 11.0 100.7 109.0 100 8 lat lift @ SW comer Brown sand 8.7 11.0 107.5 109.0 99 9 2nd lift 0 NE corner arowa sand 8.1 11.0 107.2 109.0 98 10 2nd lift 0 NW corner Brows. sand 8.9 11.0 106.1 109.0 99 FIELD METHOD Nuclear ASTM D6938 SPECIFIED C ffl TON 98 `1"ND� LABORATORYMEfHOD Modified Proctor ASTM D1557 LO fS COMMENTS v 0 Page 1 of 2 Mar 18, 2016 Nutting Engineers of Flodda, Inc, PER. C 1 ThCaa leatraaWte m1yr6preeent C0M2Cion measured at the location reported to madmum oyt2 lachae balwib, a� %m tuatad ` d`A"' ltdareportawstat ntlectbemtng capacity ardeeperson condhlora Tw teporteha0nutberepmducad. oi- lnmwrWNdupmethoutpdwwrsum pmvalotNumnBEngine crfRodda,lam j V: Palm Beach (661) 736-4900 * Broward (964) 941-8700 * Miami Dade (305) 824-0060 * Port E�gin�s--vs, FIELD DENSITY "j REPORT Yois Pro$cris ourcmnmemem _ ' ' PROJECTNO. PSL-1297 To CLIENT Polo Construction, Inc. [33458 olo Construction, Inc. C.C. 500 Military Tr./ Ste 22-321 upiter, FL ATTN: John Kay PROJECT Proposed Residence REPORT NO. 1 NO. OF DENSITIES 12 LOCATION 8060 Plantation Lakes Drive Port St. Lucie, FL TESTED BY J. Molina DATE TESTED Mar 14 , 2 016 CONTRACTOR See Supporting Lab Testing AREA Building Pad Reports for Detailed Material CONSTRUCTION TYPE (0-12 rt) Descriptions DENSITY LOCATION boratory 3oail MOISTURE DRY DENSITY COMPACTION FIELD LAB FIELD LAB NUMBER deer 11 2nd 11ft 0 BE corner Brown Sand 7.3 11.0 108.5 109.0 100 12 2nd lift @ Se corner Brown Bend 7.5 11.0 10B.0 109.0 99 FIELD METHOD Nuclear ASTM D6938 �Ht�1�'I N 98 " LA80RATORYMETHOD Modified Proctor ASTM D1557 LPECIA COMMENTS \\ / i/ Page 2 of 2 Mar 16, 2016 �o Nutting Engineers of Florida, Inc. PER K Them t ntromdteomytepreaea Kittle, location rewtoemaddepther4YindmbeawemeembsLdThasredo0w"a:tb6ueapdtyiwd id,"Card sKBwu, &I d551� rt'grrrti(� ro TbiainmberePanN.dWonwNmutPdwwanoPPOvaiornoUj;fim ofRmki%bw Palm Beach (561) 736-4900 * * Broward (954) 941-8700 A iiami Dade (305) 824-0060 * Part ri 1111111"'