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Home My WebLink AboutCOMPACTION TEST REPORTCOASTAL TESTING LABORATORY, LLC Polt0{j7fcpiBo /2023 SCANNED y h PalmCUY, FL 34991-2023 St. 1_ucfe County 772.220.6688 X -vATE: J013 NUMBER: PERMIT NUMBER: CLTENT: CONTRACTOR: J03 LEGAL: JOB ADDRESS: [S g2-o3CJco c(9MPr4Crro1y rrsrREP- 09r 4Sni 19 6938-I0 Apr%L15, 2015 15-0429 50 4396 A Er Ci PooLk A Er Q Poo?4- N/A 951 Ta rpow FU tk Dr%ve, 9ortrierces FL SOIL CLASSIFICATION Er REMARKS: A4 FLn&tawsandy soa TEST SAMi LE LOCATION: 10' IS LP, Corner - Center of Pad. -10' IS RF Corner 1) 102.6 2) 102.0 3) 102.8 Respectfully Submitted, &-/.- —44,c,-D Erne cil-velasco&I, P.E. 104.2 104.2 104.2 l .a %Compactiow 98.4 97.8 98.6 RECEIVED APR-2 01015 Y r �•' COASTAL TESTING L4BOIZA-WRY, LLC 41— �, PostO{fic&Boxw2023 ~" i atmCUy, FL 34991-2023 772.220.6688 ROISZUREDENSITYREL 4TlOIVS>'flP DATE: AprO115, 2015 CONrRAC7'OIZ: A &r C� Poolx JOB NUMBER: 15-0429 1-01 PERMIT NUMBR: i`5 � ; 6 112 0 110 0 U 108 V d n 106 a J 104 c d 0 102 0 100 9j ASTM D 1557-12 8 10 12 14 Moisture — Percent of Dry Weight TIP C R17AYi e KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 April 17, 2015 A & G Concrete Pools, Inc. 410 Saeger Avenue Ft. Pierce, Florida 34982 Re: 951 Tarpon Flats Drive N. Hutchinson Island Ft. Pierce, Florida KSM Project #: 150800-wc Dear Gentlemen: SCANNED BY St. Lucie Count" A visit was made to the above referenced site to determine the subsurface soil condition in the proposed pool location. A. The scope of our study consisted of the following: 1. Performed a Dynamic Cone Penetrometer Test Boring in the proposed pool area to estimate the subsoil relative density. 2. Measured the groundwater level at the boring. 3. Evaluated the existing soil conditions with respect to the proposed construction and provided recommendations for site preparation. 4. Prepared this report to document our findings. B. Site Investigation: The site investigation program consisted of performing one (1) Dynamic Cone Penetrometer Test and one (1) hand -auger boring in the bottom of the excavated pool area to estimate the subsoil relative density. The portable dynamic cone test was terminated at a depth of 11 feet. The hand -auger boring was terminated at a depth of 6 feet. The locations of the borings are indicated on the attached boring log. During the portable dynamic penetrometer test, a 35 lb. (16 kg) safety hammer is lifted and allowed to fall 15 in. (38 centimeters). Hammer blows are counted by the operator for each 10 centimeters of penetration with the counting facilitated by scribes spaced at 10 centimeters on each 1 meter long rod. Blows per 10 centimeter of penetration, dynamic cone resistance and equivalent SPT 'N' values are measured and shown on the attached Dynamic Cone log. Please refer to the soil boring log for specific information relative to the soil description. Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 tr r IL 9 R1.7AV& KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 951 Tarpon Flats Drive -2- April 17, 2015 N. Hutchinson Island Ft. Pierce, Florida C. Engineering Evaluation and Conclusions: Based on the information obtained from this site investigation we are pleased to offer the following evaluation: The boring log indicates the subsurface soils consist mostly of fine-grained sand with shell fragments. "N" values recorded during the boring operation indicate the subsurface soils are generally medium -dense to loose. See attached Boring Log. These soils are structurally sound to support the pool shell, using an allowable soil bearing pressure of 2,000 pounds per square foot. Backfill material behind the pool shell shall consist of clean granular sand with less than 5 percent "fines" passing the U.S. No. 200 sieve. Place backfll material in loose lifts of 12 inches in thickness and compact each lift to no less than 95 percent of its modified dry Proctor value (ASTM D 1557). D. Closure: This report has been prepared in accordance with generally accepted soil and engineering practices based on the results of the test borings. This report does not reflect any variations which may occur between the borings. If variations appear evident during the course of construction, it would be necessary to re-evaluate the recommendations of this project. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please feel free to call. Keller, P. OF DA.•atf, a �A�„EN ,,o•� Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 W )CAT DYNAMIC CONE, ')G Page I of 1 Company Name KSM Engineering & Testing Company Street # 11345 Hwy. U.S. 1 PROJECT NUMBER: 150800-1 Company City, State, Zip Sebastian, Florida 32958 DATE STARTED: 04-16-2015 DATE COMPLETED: 04-16-2015 HOLE #: DC-1, North End of the Bottom of Pool CREW: ES SURFACE ELEVATION: N/A PROJECT: A & G Concrete Pools, Inc. WATER ON COMPLETION: 20" ADDRESS: 951 Tarpon Flats Drive HAMMER WEIGHT: 35 lbs. LOCATION: Ft. Pierce, Florida CONE AREA: 10 sq. cm DEPTH BLOWS PER 10 cm RESISTANCE Kg/cm' GRAPH OF CONE RESISTANCE 0 50 100 150 N' TESTED CONSISTENCY NON -COHESIVE COHESIVE 10 44.4 •••••••••••••••• 12 MEDIUM DENSE STIFF 8 35.5 •••••••••••• 10 1 LOOSE STIFF 1 ft 12 53.3 ••••••••••••••••••• 15 MEDIUM DENSE STIFF 8 35.5 •••••••••••• 10 LOOSE STIFF - 8 35.5 •••••••••••• 10 LOOSE STIFF - 2 ft 12 53.3 ••••••••••••••••••• 15 MEDIUM DENSE STIFF - 10 44.4 •••••••••••••••• 12 MEDIUM DENSE STIFF - 14 62.2 •••••••••••••••••••••• 17 MEDIUM DENSE VERY STIFF - 3 ft 12 53.3 ••••••••••••••••••• 15 MEDIUM DENSE STIFF - 1 m 14 62.2 •••••••••••••••••••••• 17 MEDIUM DENSE VERY STIFF - 14 54.0 ••••••••••••••••••• 15 MEDIUM DENSE STIFF - 4 ft 12 46.3 •••••••••••••••• 13 MEDIUM DENSE STIFF - 10 38.6 ••••••••••••• I I MEDIUM DENSE STIFF - 14 54.0 ••••••••••••••••••• 15 MEDIUM DENSE STIFF - 5 ft 10 38.6 •............ I I MEDIUM DENSE STIFF - 12 46.3 •••••••••••••••• 13 MEDIUM DENSE STIFF - 10 38.6 ••••••••••••• 11 MEDIUM DENSE STIFF - 6 ft 12 46.3 •••••••••••••••• 13 MEDIUM DENSE STIFF - 14 54.0 ••••••••••••••••••• 15 MEDIUM DENSE STIFF - 2 m 8 30.9 ••••••••••• 8 LOOSE MEDIUM STIFF - 7 ft 10 34.2 •••••••••••• 9 LOOSE STIFF - 12 41.0 •••••••••••••• 11 MEDIUM DENSE STIFF - 10 34.2 •••••••••••• 9 LOOSE STIFF - 8 ft 9 30.8 ••••••••••• 8 LOOSE MEDIUM STIFF - 6 20.5 ••••••• 5 LOOSE MEDIUM STIFF - 12 41.0 •••••••••••••• 11 MEDIUM DENSE STIFF - 9 ft 12 41.0 •••••••••••••• 11 MEDIUM DENSE STIFF - 12 41.0 •••••••••••••• 11 MEDIUM DENSE STIFF - 10 34.2 •••••••••••• 9 LOOSE STIFF - 3 m 10 ft 8 27.4 ••••••••• 7 LOOSE MEDIUM STIFF - 10 30.6 ••••••••••• 8 LOOSE MEDIUM STIFF - 12 36.7 ••••••••••••• 10 LOOSE STIFF - 12 36.7 ••••••••••••• 10 LOOSE STIFF - lift 14 42.8 ••••••••••••••• 12 MEDIUM DENSE STIFF - 12 36.7 ••••••••••••• 10 LOOSE STIFF - 10 30.6 ••••••••••• 8 LOOSE MEDIUM STIFF 12 ft 4m 13 ft A & G Custom Pools, Inc., 951 Tarpon Flats Drive, Ft. Pierce, Florida R1JAYi KELLER; SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 Date of Boring: April 16, 2015 Location: 951 Tarpon Flats Drive N. Hutchinson Island Ft. Pierce, Florida HA-1, North End of the Bottom of Pool Depth in Feet Strata From -To Description of Soil -0- 0" - 24" Tan Sand with Some Shell Fragments -1- -2- ---------------------------------------------------------- 24" - 72" Gray Sand with Some Shell Fragments -3- -5- -6---------------------------------------------------- Water Table: 20" Below Existing Grade Job #: KSM 150800-1ha Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 coAs-rA��o�Baw2 23oRY, LLC PFC�` Pa tw city, FL 34991-2023 4A"1' 772.220.6688 1� COAMWC=r Al rtST-REPO ASTMV 6998-10 DATE: a4pr&15, 2015 JOB NUMBER: 15-0429 PERMIT NUMBER: 1502-0396 CLIENT: A Er Q Pool& CONTRACTOR: A Er G Poolk JOB LECr4L:. N/A JOB ADDRESS: 951 Ta✓po vFlatkDr(ve• t EortP%erce, FL SOIL CLASSIFICATION Er REMARKS: A4 F n&ftE4vsa, yW& SCANNED BY St. Lucie Countv TEST SAMPLE LOCATION: 10' IS LR Corner - Center of P a.& -10' IS RF Corner 1) 102.6 2) 102.0 3) 102.8 .. lze4pectf"Jl suk,WLLtLe&, ErnestaVelasco•, P.E. r � Maxiv`ucwv Ury 1�evvs%ty 104.2 104.2 104.2 %cQi"P tto'w 98.4 97.8 98.6 RECEIVED APR 17 2015 xt � :", t:,_' COAS-rAL T!EST7NQ LA30RATORY, LLC post OfjSz&Bopw2023 PaLvwCity, FL 34991-2023 772.220.6688 �lDIS77.1�� VENSITY RE474 rIDNS�EI ' DA7IE: Apr%L15, 2015 CONrRACrOX: A Er G Pool* JOB NUMBER: 15-0429 PEIZMIr NUMBER:1502-0396 112 0 110 0 LL U j 108 U d n 106 J 104 N C O! Z 102 0 100 i Y-1 ASiM D 1557-12 8 10 12 14 Moisture — Percent of Dry Weight a .ji COASTAL MSTIM5 LABORATORY, LLC Po;'Off,c&Bow2023 4 Pat* iC%ty, FL 34991-2023 772.220.6688 VATS: JOB NUMBER: PERMIT NUMBER: CLIENT': CONTRACTOR: JOB LEGAL: JOB ADDRESS: CO�CTZ'OAI 7 ILE.UOR7 ASM D 6938-10 Apr%L15, 2015 15 -0429 1502-0396 A $ G P001* A & 0 POOLk NIA 951 iarpoivfZatyDrivv FartpferC.&l FL SOIL CLASSIFICATION £r REMARKS: A4 F(4wtarv;a4 y wi.L SCANNEb BY St. Lucie Coon, TEST SAMPLE LOCATION: 10' IS LR Corner - Center of Pa& -10' IS RF Corner 1) 102.6 2) 102.0 3) 102.8 Reypect{uLLy s� ErnP.ato-Vela�co; ?'.E. 104.2 104.2 104.2 %Cornpa chew 98.4 97.8 98.6 RECEIVED APR 16 2015 zoom T62TLRZZLL IVA Z2:6T 2TOZ/9T/h0 .� COASrAL T£STI'NCI LABORAMIZY, LLC PoiVO f ftc& 5cYp 2023 Pa.LvvvU% FL 34991-2023 772-220.6688 'DATA': Apr6L15, 2015 CONMACTO1'Z: A Fr C, P*&Lk JOB NUMBER: 15-0429 PERMIT NUMBEIZ:1502-0396 a 110 0 LL V 108 U t5 G1 0 106 N J 104 C N Q Z 102 Q M ASTM D 1557-12 8 10 12 14 Moisture— Percent of Dry Weight IHTL9ZZL4 YV3 CS:6T STOZ/ST/VO