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Home My WebLink AboutFIELD DENSITY TEST4. FILE Crr'Y t '� - RECEIVED � S P 25 2018 e era ��.�1�fr & TESTING INC. _ 0 SW 131h Ave Pompano Beach, FL 33069 ��S Sri , I?hone 95 684-2941 -848.1919 ax 954-784-7875 www.fed-eng.com Field Density Tests of Compacted Solis Method D-6938 ct: Proposed Residence Lot 76, Creekside Date: September 10, 2018 ;ss: 8441 Cobblestone Drive, Fort Pierce, FL Order #: 18DR789 Tested: Building Pad - Permit #: NO 7 rial Type: Brown Sand with Traces of Shell Tech: BK D.R. Horton, Inc. 1430 Culver Drive NE Palm 13ay. FL 32907 Compaction Req.: 95% Proctor Method: ASTM D-1657 est # TEST LOCATION Probe Depth Elev. Moist �e Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 7.1 105.9 107.2 14.0 98.8% Yes 2 ISW Corner of Building Pad 12" FL 6.0 105.1 107.2 14.0 1 98.0% Yes 3 NE Corner of Building Pad 12" FL 6.0 106.3 107.2 14.0 99.2% Yes 4 5 6 7 jj� 8 9 �110 '11 �112 13 14 �• aoliiv See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer This is a Compaction Test only on the top 12" of the pad and is not a verification of :levation: III 1,2,3 =1 st, 2nd, 3rd Lift Submitted by: line FL = Final Lift Keith LeBlanc, P.E.. ade BG =Below Grade Federal Engineerinilgesting Inc. rs a ourse BOF = Bottom of Footing Florida Reg. No. 59394dY,, �, ® `� of Pipe FG = Finished Grade Certificate of Authorizatto�}#941,t � q ,otection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization (4v%ugci�goJr 40temenls, extracts from or regarding our reports is reserved pending our written approval. A densitytest determines the degree of compaction of the tested layer of material does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying soils will support the proposed structure =.nt. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the suitability of the underlying he proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this work, PAGE 1 of 2 I RECEIVED RE TVEDP one 954-784-2941 800-848-1919 OCT 0 4 2018 O C I U Fax 954-784-7875 e d.fed-en .corn 8 TESTING INC.' ST. LuCle CountyP9SW 13th Ave Pompano Beach, FL 33069 T, ne Field Density Tests of Compacted%8ffb* bthbd &' ct: Proposed Residence. Lot 76, Creekside Date: September110, 2018 ss: 8441 Cobblestone Drive, Fort Pierce, FL Order #: 18DR789 Tested: Building Pad Permit #: 1 7 -- = ,ial Type: Brown Sand with Traces of Shell Tech: BK ient: D.R. Horton; Inc. idress: 1430 Culver Drive NE Palm Bay, FL 32907 Compaction Req.: 95% Proctor Method: ASTM D-1557 st �# TEST LOCATION Probe Depth Elev. Moist o �O Dry Density PCF Proctor Value PCF Optimum Moisture % . Compaction Pass 1 Center of Building Pad 12" FL 7.1 105.9 107.2 14.0 98.8% Yes SW Corner of Building Pad 12" FL 6.0 105.1 107.2 14.0 98.0% Yes 13 NE Corner of Building Pad 12" FL 6.0 106.3 107.2- 14.0 99.2% Yes 4 5 6 7 8 9 ,10 11 12 3 4 emarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer This is a Compaction Test only on the top 12" of the pad and is. not a verification of Sa' Bearing Capacity. r - agend for Elevation: R = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: _ = Springline FL = Final Lift Keith LeBlanc, P.E. 3 = Subgrade BG = Below Grade Federal Engin ering.&.Testing, fnc.- = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394 )P = Top of Pipe FG = Finished Grade Certificate of Authorization #5471 a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, iclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of com_paciloh Of thO1tCSlBd layer of material y. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the pf000ked, Structure. The results not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the undt3ijyirg.soils Wlil 4li! , the proposed StrUC1Ufe lout settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed'tcleValuate the suitability of the underlying to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be perform' 6d on this Work. /A PAGE 1 of 2 </ Compacted Soils' Method•.D.-6938-Disclaimer Pursuant to your request, Federal Engineering & Testing, Inc. (FET) has performed a compaction test at the referenced project -on the reverse side. 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 soil bearing capacity determination. A soil boring test must .be performed by the client prior to construction to verify subsoil conditions. Our scope of services only included testing the top 12" of added fill material. FET was not contracted to perform supervision of the building pad preparation. This testing of the added fill material does not include an analysis of the underlying soil materials to determine if they are.capable of supporting the proposed structure without settlement. This density compaction test does not warranty any underlying soil materials or conditions below the tested top 12 inches of material. If no soil borings have been performed in the location of the proposed structure, we recommend performing soil borings below all foundation areas of the proposed structure to verify the underlying soil conditions. Environmental analysis of the soil materials is not part of the 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. The scope of services is for determination of the degree of compaction of the tested layer of material only. No other analysis is implied or warranted. Job project specifications were not available at the time the work was performed. Determination of the pass/fail compaction results are based on current common industry requirements of 95% of the ASTM D-1557 standard for building foundations and 98% of the AASHTO T-180 standard for paved areas such as roadways and parking lots. If different specifications are required, Federal Engineering & Testing, Inc. shall be notified. 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 waters, 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: As a mutual protection to clients, the public and ourselves, all reports are submitted are the confidential property of clients and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending written approval. It has been a pleasure working with you and we look forward to doing so in the near future. L Page 2 of 2 f , Phone 954-784-2941 - -19e era Fax 954-784-7875 19 & TESTING INC. www.fed-eng.com 50 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 76, Creekside Date: September 10, 2018 Address: 8441 Cobblestone Drive, Fort Pierce, FL Order #: 18DR789 Area Tested: Building Pad Permit Material Type: Brown Sand with Traces of Shell Tech: BK nt: D.R. Horton, Inc. ress: 1430 Culver Drive NE Compaction Req.: 95% Palm Bay, FL 32907 Proctor Method: ASTM D-1557 est # TEST LOCATION Probe Depth Elev. Moist o �� Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 1 Center of Building Pad 12" FL 7.1 105.9 107.2 14.0 98.8% Yes 2 JSW Comer of Building Pad 12" FL 6.0 105.1 107.2 14.0 98.0% Yes 3 NE Corner of Building Pad 12" FL 6.0 106.3 107.2 1 14.0 99.2% Yes 4 5 6 7 R� Va' ti l 8 .i �1 � -i?"i + 7x' .. 70 'fiJ fern 9 EP TT ZU18 10 Crmit -S ing DepaiT. Tr 11 12 13 14 i� JOHN See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer This is a Compaction Test only on the top 12" of the pad and is not a verification of Soile3adng,C�pacity. Elevation: 'roll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: aline FL = Final Lift Keith LeBlanc, P:E: i`_� `;'"ArEOp F rade BG Below Grade Federal Engineering 'testing Inc. I ?��°� course BOF = Bottom of Footing Florida Reg. No. 5939:46, " 'RION",��*. of Pipe FG =Finished Grade Certificate of Authorizatio4�l1-o;�� aotection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization U";$1501;q J1I statements, r extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compaction of the tested layer of material r does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results le or guarantee that future settlement and cracking will not occur. A soli boring test is required to certify that the underlying soils will support the proposed structure nent. if no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the suitability of the underlying the proposed structure. After'laying dormant for a period of 90 days or after heavy raintstorms, retesting must be performed on this work. PAGE 1 of 2