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HomeMy WebLinkAboutField Density Test Report!�`i a . . . .... • . w' Professional Service IndusYnes, inc./��� • ��� =151 In/�ofmatian 2000 Avenue P; Suite 16 J. .. Riviera Beach; FL 33404 ff ' Eng certificate Of Authorization 3684 �OBf/Lil 0IL Phone: (561) 844-2404 FnPgit>re �amulfting -o'i�.'gt%ng. Fax: (561) 844-2474 , ReportNo: FDR:0772392-2 Field Density Test Report Issue No: 1, Client' 'GIBBSAND REGISTER.: CC: T.ED. FERGUSON These test results apply only to the specific locations and materials noted and may. not represent any other locations or elevations. This report may not be : - 232'SOUTH DI LLARD ST: reproduced, except in full, without written permission by Professional Service WINTER GARDEN, FL 34787 Industries, Inc. If a non-compliance appears on this report; to the extent that the reported non-compliance impacts the project,;the resolution is outside the PSI scope of engagement., Project: 10851 S. OCEAN DRIVE :LOT #84 JENSEN BEACH, FL" Approved Signatory: Wesley Foster (Branch Manager). Date of Issue: 2/20/2015 Test!n ' DetaiIs; Tested By: Date Tested: Field Methods: Gauge Type: ;: Model Number: Serial Number: :: Eydelman Carretero: 2/17/2015 ASTM D 6938 Troxler . 3430 37375 Test Mode: DirectTransmission Standard Count: Density.: 2311 Standard Count: Moisture: 633- Proctoe information Sample ID Supplier Material Method MDD." OMC (%) 0772392-2-Sl On Site. Brown Fine Sand with Rocks and Shells ASTM D 1557 (D) :. 114.1 11,9 " Test Results :. Test Proctor Sample ID Probe - Wet Density Moisture : OMC Var Dry Density,. Comp (%) No... Depth (lb/ft') Content (%) (lb/ft') (in.) Comp Spec,: Results 1 0772392-2-S1 12. 117.0 2 0772392-2-S 1 12, 11.8.5 5.4 =6.5 112.4 .::. .: 98.5 >_98 :. A 3 0772392-2-S1:. 12 117.8 4.9 -7:0 :..112.3 98.4 >_98 A Location General Location: Footing Test No. Location 'Material/Layer 1 N, Side.Footing ..' Subgrade 2.. W. Side Footing Subgrade 3: S. Side Footing Subgrad e ltle,�g Y NS ip MAR a 4 2015: •. O. i� Publlh- _ st. L uG _ ED MAR 06 ? _ :._ RECEI G 3zr :Luz f STATFS. :2tv 0.F3.,..G\ .O Comments ., Legend, '010 ���0`�� ' - _ OMC =:Optimum Moisture Content MDD,=:Maximum Dry Density A = TEST RESULTS COMPLY WITH SPECIFICATION Form No: 110244, Report No: FDR:0772392-2 © 2000-20f3 QESTLab bk SpectraQEST.com Page 1 of 1 - Information P tries, in Professional Service IndusInc.a 2000 Avenue P, Suite 16 ;. Riviera Beach, FL 33404 .. • End Certificate Of Authorizagon 3684 • Q uZ Phone: (561) 844 2404 ... .. .. I�jJQfj!!�!{!!$ �: isiOltEhli Fax: (561) 844-2474 .' Field :Density 'Test ReportReportjNo 1FDR`47r7r2392/. ". .Client: GIBBS AND REGISTER CC: TED FERGUSON These tesfresults apply only to the spadfic locations and materials noted and: may not represent enyolherlbcetlans or elevations.This repdq moy;not be 232 SOUTH DI LLARD ST. , reproduced, except in full, veithout written permission by Professional Service WINTER GARDEN, FL 34787 . Industries, Inc.. If a noncompliance appears on this report; to the,extent that the reported non-compliance Impacts the project, the resolution Is outside the PSI scope of engagement. :. :. . -.. Projects 10851 S. OCEAN DRIVE LOT:#84 - JENSEN. BEACH, FL . .. .. ... .. .. ... .. .. .. :... Approved Signatory: Wesley Faster(Branch. Manager). .. .. Oate of Issue: 3/4I2015 7. .. .. Testing�Details� Tested By: Eydelman Carretero Date Tested: 3131201.5. - ::... Field Methods: ASTM D 6938 - ,Gauge Type: Troxler - , ,Test Mode: ' Direct Transmission, Model Number: : _ 3430 Standard Count: Density:. 2318 Serial Number: 37375, . StandardCount:' Moisture: 642 Pr'�o f-alI fo mr atign '' Sample ID, :. ': Supplier:. - Material Method ;MDD :.OMC (%) (lb/tV) :..: 0772392-2-Sl On Site. Brown Fine Sand with Rocks::: ASTM D 1557 (D) and Shells _• T�estResults ^ ° s� Test Proctor:Sample ID Probe Wet Density MoistureVar Dry Density. Comp (%) Comp spec, -Results No. Depth (Iblft') Content m, 1 0772392=2=S1 12" 1:18.3 5.Z :=6,2 111:,9 98.1 z98 A 2 0772392-2-Sl 12 1.19.8 6.2 ..7-5.7 112.8 '.::...98.9 a98 .::... A 3 ;.. :0772392-2_S1. 12 118.;7, 5.5 -6.4 :112.5 90.6 _- _ .. _.-4- .:M �: 0772392-2-S1`: _: 12 -----121.4 7.0 -4.9 ::'.1.13.5 _.._ 99.5_ :: .�: '98 A _ Locations__-.� � ...�.:.M _ _ �..�� .. � ,�.. _ __ ;� „�._. _ .-_. _.•.�..., �._.� General Location: Fl6dt Slab Test Location Material/Layer . 1 Garagel10' S. and 5'.W. From the NE C6�rie.r� :. :. SUbg�ade -- -- -- - _ ......._. - - - - -- - — -- - General Locations' Stem:Wall Test Location Material/Layer w. No. 2 16 W. and 10' N._From the SE Corner .. Final Lift' 3 15' W. and 20` N.: From the SE Corner .: Second Lift 4.. 5' E..and 5' S. From the. NW Corner ' " - First Lift. - �►illll/ %�O R GA • L 7CJ i5do F',l v � .�_ CIVIC =.Optimum Moisture Content ♦ T A', ((� ` . MDD=:Maximum Dry Density : Ij ( •;'4 P.• 9PLY NTH�0A=TEST RESULTS COM9OlCiR I O. • .�� v. Fans No: 110244. Report No: FOR_0772392-3 02000-2013 QESTLab by SpeclraQEST.com •Page 1 of 1 .• ` g Professional Service Indusmes, Inc. %y�Dy�yy�/1 ,rye . 2000 Avenue P, Suite 16 l/L III don Riviera Beach, FL 33404 %7,.. Eng Certificate Of Authorization 3684 ROM � , •ToBuil •. , O ; Phone: (561) 844-2404 Ff [neei'ffNf Coffsfffdngg ib Tesuft Fax:.(551) 844-2474 0 2 Report N : PTR:077 ,392-2-S1 Proctor Report Issue No: 2 • .' GIBBS AND REGISTER. CC: TED, FERGUSON ThesClient: repormatet lsnotedand: maygotrepreest enits anyothpply rlocaty to ens:ori elevations. ns may not represent any other locations:or elevations. This report may not be : - 232SOUTH DI LLARD ST. reproduced, except in full, without written permission by Professional Service WINTER GARDEN, FL 34787 Industries, Inc. If a non-compliance appears on this report, to the extent that the reported non-compliance impacts the project, the resofuticin is outside the PSI scope of engagement. . Project' .10851 S. OCEAN DRIVE :LOT #84� JENSEN BEACH, FL Approved Signatory: Wesley Foster (Branch Manager) , Date of Issue: 2/20/2015 SampleDetails. .. Sample ID: 0772392-2-S1 Date:Sampled: 2/17/2015 ' Sampled By: Eydelman Carretero Specification: Subgrade Supplier: On Site. Source: Subgrade Material: Brown Fine Sand with Rocks and Shells: Sampling'Metho:d:' AASHTO T2 From Stockpiles General Location: On -Site. Location: Tested By: Felipe.De. Paz . Date:Tested: 2/18/2015 Dry Density - Moisture Content Relationship , T:est:Results . ......... ASTM D 1557 . .. Maximum Dry:Density (Ibf/ft3):' 114..1 Dry• Density, (Ibf/ft�) = Optimum Moisture Con e t nt (%): 11.9 1:15.0- •.......:..............r.....................:.:........ t: Method: D 17 Preparation Method: Dry . Rammer Type: Mechanical t: 113.0 .... A: t. i. 111.0 .......;.:..'.:..........r:..:.....::...:.:... ...... is 110.0 . : :... .............. : :.:..: .... • ..:....... .. �� N10 R Gq N • [`O •••••••• ios.o �: F. . �•• No "e Lnap 3755 :::. 8.0 9.0 -10.0 - 11.0 '12;0 13.0 14.0' 15.0 16.0 r . O r • r Moisture Content. (%) r J '<CRIOP.•����� AL C_oinments Form No: 110031, Report No:. PTR:0772392-2S7 .© 2000-2013 QESTLab by SpectraQEST.com Page-1 of 1