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RC-01-22-228 145 NE 98 StO CL m 0 s Cr AD cr O � N a •� eo , - •o oMl 0 n ° a o 1r pu o0 a QQ Q 'O "mot 7 v' y a fC � , !�9 O' e� A 'C+ A a H � 2 - d N 1--! � A �- C QQ fD CL O 7m Fn p3 IC7 T- GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING .SBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES Ec, DYNATECH ENGINEERING CORP. WWW.E)Yk4ATECHEkJGIr4EERIr4G.COM Miami, October 17, 2022 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 NW 6th Court North Miami, FL 33168 Re: Proposed Addition @ 145 NE 981h Street Miami Shores, FL Dear Mr. Iglesias: QC - - C-) � - '-'-2 - 22'��' Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on October 17, 2022 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Topsoil and organics have not yet been removed from the slab areas and must be removed prior to slab construction. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re - compacted and re -tested prior to construction. Environmental analysis of the soil materials is not part of tie scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results look forward to do so in the near future. Sincerely your s 4 �t4,- Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 It has been a pleasure working with you and `,�,,•P�, 5AA D N4�•,,,�� * ; No. 39584 .p STATE 4F r� j�rA4 '�G GEOTRCHNICAL I ENV7R014MErj-rj L I MATERIALS TESTING I ASBESTOS 1 ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES _ EG DYNATECH ENGINEERING CORP. W W.DYNATECHENGINEERING_COM W MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: October 17. 2022 CLIENT: ORONI. INC. PROJECT: Proposed Addition nas ADDRESS: 145 NE 98h Street, Miami Shores, FL CONTRACTOR: Omni Inc. MATERIAL DESCRIPTION: Gray sand SAMPLED BY: WD TESTED BY: WD TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE 4.9 5.8 7.1 11.9 DRY DENSITY 100.1 102.9 105.2 104.8 Opiimum Moisture 9.2 Percent 100% Maximum Dry Density 106.8 lbs./cu.ft. % Passing 1/4" Sieve 96 Percent Sampled By: WD Tested By: WD Checked By: WN 108 106 f 104 1 102 100 98 10 12 14 16 ��t�tt� Respectively submitted, As a ic and ourselves, all reports are submitted as he al confidential propertyn Ic clients, the of clients, and authorization \���,L,, SA A D N ,y'��ifF •T for use, publication of statements, conclusions or extracts from or regard�r �-�G]P jG•E iflS�;•.;���'�•� Wissam Na ani, P.E. our reports is reserved pending our written approval. _ y '•.y DYNA_TECH ENGINEERING CORP. * ; No. 39584 ; * Florida Reg. No. 39584 * =Certificate of Authorization No.: CA 5491 STATE OF "/"'/ S NALE ��'�►+rtrtitrttt'�� D R Y D E N S I T Y Pj GEOTHCHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES ( _DEC DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING_COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: October 17, 2022 CLIENT: ORONI INC. PROJECT: Proposed Addition (a� ADDRESS: 145 NE 98 h Street, Miami Shores, FL CONTRACTOR: OroniT_Inc. Test No. 1 Location: North side of addition footer Test No. 2 Location: East side of addition footer Test No. 3 Location: West side of addition footer Test No. Location: Test No. Location: Description of Material: Gray sand TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 104.9 105.6 105.4 MOISTURE CONTENT % 6.8 7.4 7.2 MAX. DENSITY IN THE FIELD % 98.2 98.9 98.7 COMPACTION REQUIREMENTS % OF MAXIMUM 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 106.8 106.8 106.8 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS * Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. �tkjjj+Illr►+►+►► �,AD Ngq,,l Respectfully, submitted, _. �S `jC•E NSA, •.,'�.'�' Tested By: WD • • No. 39584 * W ' I,� j,�n Checked By: WN - _--._ * = Wissam Naamani, P.E. .p STATE OF ; •Z DYNATECII ENGINEERING CORP. Florida Reg. No. 39584 .�` • .Z 0 R 1 ��.�` Certificate of Authorization No.: CA 5491 ...... ►f►+r11IIIIIW *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client, prior to construction to verify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES - D!'=I .-_ING SERVICES 6 01" P, 0_DPEq DYNATECHx-J". ANEFRIN Miami, December 15, 2022 Mr. Orlando Iglesias ORONI CONTRUCTION 14040 NW 6 Court North Miami, FL 33168 Re: Proposed Addition 145 NE 98 Street Miami Shores, FL Dear Mr.: Iglesias Pursuant to your request, Dynatech Engineering Corp. (D13C) performed a Compa.c _ic, r 'Pest on December 15, 2022 at the above referenced project. DEC was authorized 'o )erform a compaction test only. The purpose of our test was to determine the degree of comps ion of the tested layer of material only. In no way shall a compaction test replace a demucki a ; r spection, soil bearing capacity determination, or a pad certification. A soil boring test must be )erformed by client if not yet done, prior to construction to verify subsoil conditions. Ur,dc .' ring soils below test levels must be verified to prevent fixture settlements. (DEC) was not at-1 iorized to perform supervision and certification of the building pad preparation. This s : [ot a pad certification. Our reports must be provided to all involved parties for their approval Our findings are relative to the date and areas of our site work and should not be •e`e d upon to represent conditions on other areas or dates. Any subsequent site disturbances d7 .c to water erosion, rain, storm gutters discharging at footings, construction activities, cx --avations, overgrown, vegetation, traffic and other disturbances will void this test and the si� e 1 east be rc- compacted and re -tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If t.,. J -onenental analysis of the soils is required, we can provide a proposal for performing an c;n- -j -onmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are sub'm t ed as the confidential property of clients, and authorization for use, publication of statement-;, t;c,nclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working v i1 you and look forward to do so in the near future. Sincerely yours, S laJt assam aamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICE& rill .'r ING SERVICES ..__DEC DYNATECH E`' SEE I '" R MOISTURE -DENSITY RE+ LA71ONS OF SOILS PROCTOR COMMA CT] ON 'VEST DATE: December 15 2022 CLIENT: ORONI CONSTRUCTION PROJECT: Proposed Addition ADDRESS: 145 NE 98 Street Miami Shores. FL CONTRACTOR: ORONI CONSTRUCTION MATERIAL DESCRIPTION: Tan sand SAMPLED BY: WD TESTED 1 (: WD TEST RESULTS Sample Number 2 The following compaction test was conducted in accordance with the Standard Methods for Moisture Densit.:, F-e ations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE DRY DENSITY 5.0 100.2 6.1 103.8 7.4 105.1 108 11.0 104.9 106 104 Optimum Moisture 9.0 Percent 100% Maximum Dry Density 106.4 lbs./cuff 102 % Passing V Sieve 96% Percent 100 Sampled By: WD Tested By: WD 98 Checked By: WN 01►►►srtIIrlfl"/► 4 6 8 0 12 14 SNAD ��. .......... j.s - ,f Respectively subm,tte 1, As a mutual protection to clients, tie public and ourselves, all reports �� �' �••�• 'S� �' / ..ti are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regar&g _JVissam Nadiani... _. our reports is reserved pending our written approval. — ` �YNATECH ENG IN ;ZING CORP. ,.Q • STA E Ql :•� lorida Re-. No. 31 5. I •=��Z, Certificate of Auth,>ri; a i m No.: CA 5491 A. R Y D E N S I T Y 2 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I rNSPECTION SEE -VICES O: '.r .--JNG SERVICES Q -RING C( FIELD DENSITY TEST OF COMPACTED SOULS DATE: December 15 2022 CLIENT: ORONI CONSTRUCTION PROJECT: Pro osed Addition ADDRESS: 145 NE 98 Street Miami Shores, FL CONTRACTOR: ORONI CONSTRUCTION Test No. 4 Location: East side of addition underslab Test No. 5 Location: Center of addition underslab Test No. 6 Location: West side of addition underslab Test No. Location: Test No. Location: Description of Material: Tan sand TEST NO. 4 5 6 DEPTH 12" 12" 12" FIELD DENSITY 105.2 105.8 105.4 MOISTURE CONTENT % 7.1 7.7 7.2 MAX. DENSITY IN THE FIELD % 98.9 99.4 99.1 COMPACTION REQUIREMENTS % OF MAXIMUM 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 106.4 106.4 106.4 _ REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTTON RFClT IIR 1 7NTS * Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the to :te ' c,mpaction layer prior to construction. 'vtt�15 tt l l t r+Rr r rr��r�r A,+,f rfrrrr Respectfully siilh-c�.1'cd, Tested By: WD Checked By: WN No. 3938-6- _ �; 'rWissan3 i�iatrlani, .�: =DYN,vrECH %NGiNj ;;'ZING CORP_ .p STAir OF .: ; Florida Rcg. No. Y -5 1 ` Certificate ofAuthi'ri, a inn No.: CA 5491 *A density test determines the degree of compaction of the tested layer of material only. In no wa, shall a density test replace a soil bea, ing c ricity determination. A soil boring test must be provided by client, prior to construction to verify subsoil conditions. As a mutual protection to the clien s, plc public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts f on-, c - regarding our reports is reserved pending on our written approval. 3