The URL can be used to link to this page

Home My WebLink AboutFIELD DENSITY TEST-L 4edei & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 Phone 954-784-2941 CrV�[� 800-848-1919 Fax 954-784-7875 JUL 14 "�1$ +•fed-eng.com Field Density TeAts-mfL6efhpi ot� Method D-6938 Project: Proposed Residence Lot 133, Creekside Date: July 12, 2018 Address: 8408 Cobblestone Drive, Fort Pierce, FL Order #: 18DR632 Area Tested: Building Pad -Permit #: % %_ Material Type: Dark Yellowish Brown Sand with Traces of Shelf Tech: TS Client: D.R. Horton, Inc. Address: 1430-Culver_Drive NE Compaction Req.: Palm Bay; FL 32907 Proctor Method: 95% ASTM D-1557 Test # TEST LOCATION = Probe Depth Elev. Moist oho Dry Density PCF Proctor Value PCF Optimum . Moisture % Compaction Pass 1 NW Corner of Building -Pad 12" FL 9.2 111.7 113.5 12.0 98.4% Yes 2 Center of Building Pad 12" FL 7.8 108.1 113.5 12.0 95.2% Yes 3 SE Corner of Building Pad 12" FL 5.5 110.3 113.5 12.0 97.2% Yes 4 5 6 7 8 9 10 11 12 13 14 Remarks: See Reverse Side This is a ComDacl 2 of 21 for Additional Information for Disclaimer on the too 12" of the Dad and is not a verification of Soil Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: SL = Springline FL = Final Lift Keith LeBlanc, P.E, , ` SG = Subgrade BG = Below Grade Federal Engineering & Testing, Inc,, BC = Basecourse BOF = Bottom of Footing APPROVED Florida Reg. No.-59394 TOP = Top of Pipe FG = Finished Grade Certificate of Authorizati6h #547-1 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and vutliorization.for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree o' c �i action^of the_teste daayer of-ma4erial only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials bi l w?thy proposed struct6re:,4* results do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying skit wi;lr"sure rtithe pro�osE�3'structure Pti without settlement. 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 soil to support the 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 ' � n Com Pursuant to your request, Federal Engineeri project on the reverse side. The purpose o material only. In no way shall a compaction performed by the client prior to construction 1 12" of added fill material. FET was not contr added fill material does not include an analys the proposed structure without settlement. 7 conditions below the tested top 12 inches of r structure, we recommend -performing soil bori soil conditions. Soils Method D-6938 Disclaimer d & -Testing; Inc:' (FET) has performed a compaction test at the referenced our test was to determine the degree of compaction of the tested layer of ast replace a soil bearing capacity determination. A soil boring test must be verify subsoil conditions. Our scope of services only included testing the top .ted to perform supervision of the building pad preparation. This testing of the of the underlying soil materials to determine if they are capable of supporting its density compaction test does not warranty any underlying soil materials or aterial. If no soil borings have been performed in the location of the proposed gs below all foundation areas of the proposed structure to verify the underlying 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 perfor,l ing 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 aft the time the work was performed. Determination of the pass/fail compaction results are based on current common industryl 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 areas or dates. Any subsequent site disturb overgrown, vegetation, traffic and other disturl to construction. As a mutual protection to clients, the public and authorization for use, publication of s pending written approval. It has been a pleasure working with you and we f our site work and should not be relied upon to represent conditions on other ces due to water erosion, rain waters, construction activities, excavations, nces-will void this test and the site must be re -compacted and re -tested prior ourselves, all reports are submitted are the confidential property of clients cents, conclusions or extracts from or regarding our reports is reserved forward to doing so in the near future. RECEIVED _ .. _ Phone 954-784-2941 800.8�48.1919 edera`� JUL 1 8 2018 Fax 954-784-7875 8 TESTING INC. $T, Wcle County, Permitting www.fed-eng.com 250 SW 131h Ave Pompano Beach, FL 33069 Field Density'Tests ®f Compacted Soils Method D-6938 Project: Proposed Residence Lot 133, Creekside Date: Address: 8408 Cobblestone Drive, Fort Pierce, FL Order #: Area Tested: Building Pad Permit #: Material Type: Dark Yellowish'Brown Sand. with Traces of Shell Tech: Client: D.R. Horton, Inc. Address: 1430-Culver Drive NE Compaction Req.: Palm Bay. FL 32907 Proctor Method: July 12, 2018 18DR632 TS 95% ASTM D-1557 Test # TEST LOCATION Probe: Depth ' Elev. Moist 'err Dry Density PCF . Proctor Value PCF Optimum Moisture % Compaction Pass 1 INW Corner of Building Pad 12" FL 9.2 111.7 113:5 . 12.0 98.4% Yes 2 1 Center of Building Pad 12" FL 7.8 108.1 113.5 12.0 95.2% Yes: 3 ISE Corner of Building Pad 12" FL 5.5 110.3 113.5 12.0 97.2% Yes 4 5 6 7 8 9 10 11 12 13 14 \�\ JQ fi6 dsi s Remarks: See Reverse Side (Page 2 of 2 for Additional Information for e ' 4aC This is a Compaction Test onlyon the to 12" of the pad and is not a verification of Soil Be ac �� Legend for Elevation:° a PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: 9 e "r � o �� SL = Springtine FL =.Final Lift Keith LeBlanc, P.E. � �o � � .� SG = Subgrade BG = Below Grade Federal Engineering 8®1 fge�`e • N BC = Basecourse BOF =Bottom, of Footing Florida Reg. No. 69394 TOP = Top of Pipe FG = Finished Grade Certificate of Authorization #5�4°��®��L ` As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicatlld b Ntitl�z te, conclusions or extracts from or regarding our reports is reserved pending our written approval: A density testdetermines the degree of compaction of the tested layer of material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results do not preclude 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 without settlement. 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 soil to support the 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