The URL can be used to link to this page

Home My WebLink AboutKSM REPORTSa WOWS KELLER, SCHLEICHER & MaCWILLIAIVI ENGINEERING AND TESTING, INC. MARTIN (772) 4�17-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 PALM BEACH (561) 845-7445 SEBASTIAN (772) 589-0712 FAX (561) 845-8876 www.ksmenglneering.net E-Mail: KSM@KSMENGINEERING.NEr MELBOURNE (W) 768-8488 ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (T72),989-6469 August 29, 2019 SCANNEL, BY LLS Development Co. Inc. St. Lucie Comm 4804 Paleo Pines Circle RECEIVED Ft. Pierce, Floirda 34951 AUG 3 0 2019 LS] Re: 18905 Orange Avenue F i 7 Pierce, Florida ST. Lucie county, Permitting Permit#: MJvL-o%1C- KSM Project M 183105-1 d Dear Sir: Enclosed, please find the nuclear density test results performed on the building slab at the above referenced project. Should you have any questions, please feel free to contact the office. No. JF439 III BED/ct E-mail tor dcs.dial@gmail.com RonaIdLG. Keller, RE.:37293/Sl Lic. No.: 860 / Julie E. Keller, RE.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (661) 845-7445 1 www.ksmengineering.net MELBOURNE (321) 768-M8 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET C.A.: 5693 ST. LUCIE (772y 229-9093 FAX (772) 689-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: August 28th, 2019 KSM JOB* 183105-1 d/SH/ct PERMIT#: CONTRACTOR: LLS Development Co. Inc. JOB LOCATION: 18905 Orange Avenue Ft. Pierce, Florida MATERIAL: Brown Sand with Shell Fragments ITEM TESTED: Building Slab _fff-f C6,6ATR514 --- ij6F�§_- - - Tifli ---- 15FW ---- ---- FiEf�15E&i_ - - OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------------------------------------------------ VALUE 1. N. E. 0" — 12" 11.2 50 108.3 112.8 96.0 2. Center 50 109.7 97.3 3. S.W. 50 110.3 97.8 Ronald G. Keller, P.E.:37293/Si Lic. No.; 860 / Julie E. Keller, RE.: 68366 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 wvvw.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093 G.A.: 5693 scMMW89-6469 September 10, 2018 BY St. Lucie Countv J. L. Dial 4804 Paleo Pines Circle Ft. Pierce, Florida 34951 L:RECEIV:E,D D: C I Re: 18905 Orange Avenue. DEC 10 2018 Ft. Pierce, Florida Lucie county, perm KSIVI Project#: 1831 05-b Dear Mr. Dial: As reque ' sted, KSM Engineering & Testing has performed a subsurface investigation at the referenced site. Presentation of the data gathered during the investigation, together with our geotechnical related opinions, are included in this report. A. Site Description: At the time of drilling, the site was fairly flat with light surface vegetation (grass). B. Project. Description: A 1250 SF storage building is planned to be constructed on the site. Loads from the structure will -be transferred to the ground by conventional shallow footings. We estimate thernaximum loads will be less than 2,500 pounds per linear foot along the wall foundation and less than 15 kips for any individual column pads. Some site fill will be required to reach the desired grades. Q��.W r-' V�11� Or - q7SQq I Q1 I i- ki- - oan / I..[;- = V-11— 0C. aaqaa 11VOlks A% lll�p AW KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72) 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.NEr ST. LUCIE (772) 229-9093 G.A.; 5693 FAX (772) 589-6469 18905 Orange Avenue Ft. Pierce, Florida IPA C. The scope of our study consisted of the following: September 10, 2018 1 . Performed Standard Penetration Test Borings in the proposed construction area to estimate the subsoil relative density. 2. Measured the groundwater level at each boring. 3. Evaluated the existing soil conditions with respect to the proposed construction and provided recommendations for site preparation and foundation design. 4. Prepared this report to document our findings. D. Site Investigation: The site investigation program consisted of performing two (2) Standard Penetration Test b6rings (SPT), in the proposed storage building area. The SPT borings Were terminated at depths of 10 feet below grade. The locations of the borings are indicated on the attached boring logs. ' The, SPT borings were completed in accordance with procedures described in ASTM D- 1586. A standard 1.5 inch I.D., 2 inch O.D. split -spoon sampler is driven into the soil by successive blows of a 140 pound hammer freely falling 30 inches. The number of blows required to drive the sampler I foot, after seating 6, in., is designated the Penetration Resistance, or "N" value. At regular intervals the sampler is extracted from the ground and opened to allow visual examination and classification of the retained soil sample. Also,the groundwater table was allowed to stabilize and the depth of the grou ndwater elevation recorded from existing grade. The records of the soils encountered, the penetration resistances and groundwater level are shown on the attached logs. r-, V.11.� Dg: - q70Gq I Q1 I i, rd� - nnn I hdi- P D P - RQQAA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72) 337-77.55 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) 22979093 C.A.: 5693 FAX (772) 589-6469 18905 Orange Avenue Ft. Pierce, Florida -3- E. Engineering Evaluation and Conclusions: September 10, 2018 Based on the information obtained from this site investigation, we are pleased to offer the following evaluation: I The boring logs indicate the subsurface soils consist mostly of fine-grained Sand and fine-grained clayed sand. "N" values recorded during the boring operation indicate the soil density is generally medium dense. Please refer to the soil boring logs for specific information. relative to the soil description. Based on the existing soil conditions, the proposed structure can be supported on a shallow foundation system provided that the site is properly prepared. The following sections provide recommendations for the site preparation and foundation design. F. Site Preparation: The proposed storage building area and areas to be paved, plus a minimum margin of five feet beyond the proposed construction shall be stripped and grubbed of surface debris, including vegetation, roots and organic matter. Stumps shall be removed entirely. The building area should be graded level and proofrolled. Any soft yielding areas shall be excavated and replaced vifith clean compacted fill. Sufficient passes should be ' made during- compaction operations to produce a density no less than 95 percent of its modified dry Proctor value (ASTIVI D 1557) to a depth of two feet. After the- exposed surface ' ha ' s been proofrolled, the storage building and pavement areas ma�__be filled to the -desired grades. The fill material shall consist of clean granular sand containing less than 10% material passing the U.S. Standard No. 200 mesh sieve. Place structural fill in loose layers of 12 inches in thickness and compact each lift to at least 95 percent of its modified dry Proctor value. After excavating for the footings, the disturbed footing subgrade should be recompacted to 95 percent (minimum) of its modified dry Proctor value. This can be best achieved by making several passes with a relatively light -weight walk -behind vibratory sled or roller. r K.U., PF -'.179A'A /Al I in Nn - AACI / Aidip F_ Kp.11p.r P_E_- SH366 F�� KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72) 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.NEr ST. LUCIE (772) 229-9093 C.A.: 5693 1 FAX (772) 589-6469 18905 Orange Avenue -4- September 10, 2018 Ft. Pierce, Florida G. Foundation: Provided that our recommendations for site preparation are followed, the proposed structure may be supported on conventional concrete, steel reinforced footings designed for an allowable soil bearing pressure of 2,500 pounds per squarefoot, or less. With the foundation properly designed and the site properly prepared, we anticipate total settlements less than % of an inch and differential settlement of less than % of an inch. The majority of the settlement should occur during construction. H. Floor Slabs: A conv6ntional.slab-on-grade can be used in the "at grade" portion of the storage building. We recommend the disturbed subgrade below the floor slab be re -compacted to 95 percent of the modified Proctor maximum dry density (ASTIVI D 1557) prior to placementof the concrete. An estimated modulus of subgrade reaction of 150 pounds per cubic inch (pci) can be used for design of the slab -on -grade. , We recommend that control joints -be incorporated in the slab at frequent intervals to control shrinkage cracks and expansion. A moisture barrier is recommended beneath the floor slab to prevent moisture migration from the underlying soil resulting in dampness of the slab. Pn..I,i r Kallor PF -RiOQq /.ql I i,� m� - Agn / Adi. r K.11.r t3l= - CMARR UP a lk 9 L%L'JAVJL 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) B45-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 G.A.: 5693 FAX (772) 589-6469 18905brange Avenue -5- September 10, 2018 Ft. Pierce, Florida 1. Closure: This report has been prepared in accordance with generally accepted soil and foundation engineering practices based on the results of the test borings and the assumed loading conditions. No warranties, either expressed or implied, are intended or made. - 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. Environmental conditions, wetland delineation, water quality, and municipal requirements are not a part of this report. 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 E-mail to: dcs.di.al@gmail.com; Rodolfov@mbveng.com Pnn.lri r, K.H., P r - A79Q_1 I _CZ1 I i, M� - AM I _hdi. P K.11.� P P - RRIRF; Keller Schleicher & MacWilliam Engineering & Testing BORING NUMBER B-1 KSMP. 0. Box 78-1377 PAGE 1 OF 1 Sebastian, FL. 32958 Telephone: 772-589-0712 Fm 772-58M469 CLIENT J.L. Dial PROJECT NAME 18905 Orange Avenue PROJECTNUMBER 183105-b PROJECTILOCATION Ft. Pierce, Florida DATE STARTED 918/18 COMPLETED 9/8/18 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample �.ZATTiMEOFDRILIJNG 4.00ft LOGGED BY JR/JV CHECKED BY JEK ATENDOFDRILLING NOTES -See Attached Location Plan AFTER DRILLING A SPT N VALUE A C) of >_ (n a Lu 20 40 60 80 0-3 W ul m its W �- = Z (L PL MC LL o_ Lu MATERIAL DESCRIPTION M iLm > a 0 W 0 " ' z =) i 0 20 40 60 80 2 z 0 no 0 0 z < W 0 X 0 FINES CONTENT (%) 0 Co it 0. 0 20 40 60 80 Light Brown Sand, Slightly Clayed with Roots Light Brown Sand, Slightly Clayed 5-5-6 ...... . ...... .............. 2 SS...... ........ ...... ...... :...Y Dark Gray Clayed Sand e 10-1 14 3- ........ ...... ............... ...... v SS (27) ......... ... ...... . ...... ...... ........ ...... ...... . ...... ...... SS SS a-8 10 (18) ..... ....... Ss X_SS1 10-10-8 ...... .... ................. ...... (18) ..... ...... ............... ...... R Light Gray Clayed Sand SS 8-12-12 (24) ...... ...... . ...... ...... 10 Bottom of borehole at 10.0 feet. I? m 0 9 0 I Keller Schleicher & MacWjlliam Engineering & Testing BORING NUMBER B-2 KSMP. 0. Box 78-1377 PAGE 1 OF 1 Sebastian, FL. 32958 Telephone: 772-589-0712 Fax 772-589-6469 CLIENT J.L. Dial PROJECTNAME 18905 Orange Avenue PROJECTNUMBER 183105-b PROJECT LOCATION Ft. Pierce, Florida DATE STARTED 9/8118 COMPLETED 9/8118 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUNDWATER LEVELS: DRILLING METHOD Split Spoon Sample VAT TIME OF DRILLING 3.83ft LOGGED BY JR/JV CHECKED BY JEK AT END OF DRILLING — NOTES See Attached Location Plan AFTERDR11-LING — W A SPT N VALUE C) EL � lwl- W 20 40 60 80 PIL MC LL 0.9 = a MATERIAL DESCRIPTION W W Co WE Oz� a. W �n cy >w 0— �:)* Z 0 20 40 60 80 =) z () Mo 0 z 0 FINES CONTENT (%) 0 U) W w 0 w n Bottom of borehole SS 5-5-6 SS 6-8-12 (20) SS 12-15-15 (30) SS 13-12-12 (24) SS 14-10-12 7�x CE) cla I 7U-UU* WIDE EAS�i < FZ Q� pz La � (fj �;613-2 U- C� Lu oc 6 . 004 FPL r MU(j 40-E 2406.710 �arcel 4421-0001-00011 O.R.B. 0487 PG. 2189 LOCATION OF TESTS SHEETI OF I IW 11162= PERMIT #: -a PROJECTM 183105-b I " & 9 t-74 DRAWN BY: J.L DESIGNED BY: J.K. DATE: 20180911 ONE SCALE: Nj