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Home My WebLink AboutFIELD DENSITY TESTPhone 954-784-2941 1919 eta 954-784-7875 Fax 954-784-7875 & TESTING INC. www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 Field Density. Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 93, Creekside Date: August 8; 2018 _Address: 8565 Cobblestone Drive, Fort Pierce, FL Order #: 18DR712 Area Tested: Building Pad Permit Material Type: Brown Sand Tech:: BK 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 '�o Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 7.3 103.9 105.0 14.0 99.0% Yes 2 1 NW Corner'of'Buildinb Pad 12" FL 11.1 103.0 105.0 14.0 98.1% Yes 3 ISE Corner of Building Pad 12 FL 7.7 103.0 105.0 14.0- 98.1% Yes 4 5 6 7 8 9 10 11 12 13 14 Remarks: 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 S it Bearing Capacity. Legend for Elevation: PR = Proofroll 1;2,3 = 1st, 2nd, 3rd Lift Submitted by: SL = Springline FL = Final Lift Keith LeB9aac, R.E.. ' . SG = Subgrade BG = Below Grade Federal Engineering & Testing, Inc. BC = Basecourse BOF = Bottom of Footing FloridaReg, 416:'59394 TOP = Top of Pipe FG = Finished Grade Certificate of Authorization #5471 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential^pronerty of clients,` and a ufhorizatiori'for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test _de(ermines 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 i:rider ving'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 certi"ai the.. underlying soils'w&l upport the proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil boring�fie aerformed,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, retestinimust b6'performed on this work. 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 Ierforming 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/fall 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. Page 2 of 2 Phone 954-784-2941 1919 j4ederd"'l 954-784-7875 Fax 954-784-7875 & TESTING INC. www.fed-eng.com 250 SW 13M Ave Pompano Beata, FL 33069 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 93, Creekside Date: Address: 8565 Cobblestone Drive, Fort Pierce, FL Order #: Area Tested: Building Pad Permit #: Material Type: Brown Sand Tech: Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Palm Bay. FL 32907 Compaction Req.: Proctor Method: August 8, 2018 18DR712 > Z/z-- a41y BK QJ,2gr K — 95% ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist �O Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 7.3 103.9 105.0 14.0 99.0% Yes 2 1 NW Corner of Building Pad 12" FL 11.1 103.0 105.0 14.0 98.1 % Yes 3 ISE Corner of Building Pad 12" FL 7.7 103.0 105.0 14.0 98.1 % Yes 4 5 6 7 8 9 10 11 12 13 14 Remarks: See Reverse Side (Page 2 of 2 for Additional Information for DisclaimerE�� Co This is a Compaction Test only on the top 12" of the pad and is not a verification of oft*A'ffivb Qmaqltz,; p Legend for Elevation:4W g PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: SL = Springline FL = Final Lift Keith LeBlanc, P. °. 8i�`�V9 SG = Subgrade BG =Below Grade Federal EngineerinWl e'ttn� �z Florida Re No. 593 r '- ®�.. t � BC = Basecourse BOF =Bottom of Footing g• �� s� ��. TOP = Top of Pipe FG = Finished Grade Certificate of Authorizatl6if AL 0 �." As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for p6gilcution bi`.;ements, conclusions or 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 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 rainstorms, retesting must be performed on this work. PAGE 1 of 2 Phone 954-784-2941 RECEIVED 800-848-1919 :4edel--al Fax 954-784-7875 & TESTING INC. AUG r 3 �n1B www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 Permitting Field Density Tests of Col ll idif dc&A SrMethod D-6938 Project: Proposed Residence Lot 93, Creekside Date: August 8, 2018 Address: 8565 Cobblestone Drive, Fort Pierce, FL Order #: 18DR712 Area Tested: Building Pad Permit #: 1% 9 Material Type: Brown Sand Tech: BK 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 , �0 Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 7.3 103.9 105.0 14.0 99.0% Yes 2 NW Corner of Building Pad 12" FL 11.1 103.0 105.0 14.0 98.1 % Yes 3 SE Corner of Building Pad 12" FL 7.7 103.0 105.0 14.0 98.1 % Yes 4 5 6 7 8 9 10 11 12 13 14 Remarks: 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 of a ;'✓ Legend for Elevation: 4a"r s e PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: e s SL = Springline FL = Final Lift Keith LeBlanc, P.� eO STATECF/? SG = Subgrade BG = Below Grade Federal Engineerin�� ;estjn' nc. �me; BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 593�.�` Certificate of Authorizatl6 TOP = Top of Pipe FG= Finished Grade AL R„.+` As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for p6iiitcatiori bf`statements, conclusions or 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 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 soli 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 raln/storms, retesting must be performed on this work. PAGE 1 of 2 Phone 954-784-2941 r-4i � 800.648-1919 edeFax 954-784.7875 8 TESTING INC. www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 136, Creekside Date: Address: 8332 Cobblestone Drive, Fort Pierce, FL Order #: Area Tested: Building Pad Permit #: Material Type: Rrnwn Sand with Traces of Shell Tech: August 8, 2018 18DR713 o�6 BK - Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Palm Bay, FL 32907 Compaction Req.: Proctor Method: 95% ASTM D-1557 Test # TEST LOCATION • Probe Depth Elev. Moist �0 Dry • Density PCF Proctor Optimum Value Moisture PCF % Compaction Pass 1 I Center of Building Pad 12" FL 9.1 103.3 107.0 14.0 96.5% Yes 2 NW Corner of Building Pad 12" FL 13.0 106.8 107.0 14.0 99.8% Yes 3 SE Comer of Building Pad 121, FL 6.2 106.2 107.0 14.0 99.3% Yes 10 11 12 13 ,fit 5 AUG 11 Z018 Permitting epa 'tee t Me r 14 Remarks: See Reverse Side Page 2,of 2 for Additional Information for Disclaimer �� o This is a Compaction Test only on the top 12" of the pad and is not a verification of So I Bd'tt►`fqg4ap&fta y Legend for Elevation: r ° PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: SL = S rin line FL = Final Lift Keith LeBlanc, P.E. p 9 SG = Subgrade BG = Below Grade Federal Engineering &s' „` 1�t;��lDNoo,o BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394 �b�� -��®� TOP =Top of Pipe FG =Finished Grade Certificate of Authorization #9'47 a �`` `o� As a mutual protection to clients, the public and ourselves; all reports are submitted as the confidential property of clients, and authorization for publicatIont�f ItAments, conclusions or 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 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 guarant a 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 setgement. IF no sot borings have been pedorned to verify the underlying soils, we recommend that soil borings be performed to evaluate the suitability of the underlying soil to support the proposed tructure. After laying dormant for a period of 90 days or after heavy rainstorms, retesting must be performed on this work. PAGE 1 of 2 Phone 954-784-2941 -�Jm1 1' 800-846-1919 Fax 954-784-7875 www.fed-eng.com 260 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 1, Creekside Date: August 8, 2018 Address: 8319 Cobblestone Drive, Fort Pierce, FL Order #: 18DR714 - Area Tested: Building Pad Permit #: l7 A r/) /a 3- Material Type: Light Brown Sand with Traces of Shell Tech: BK 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 % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 11.0 106.3 106.9 12.0 99.40/6 Yes. 2 JSW Corner of Building Pad 12" 1 FL 6.9 1 106:8 106.9 12.0 99.9% Yes 3 NE Corner of Building Pad 12" FL 6.1 105.0 106.9 12.0 98.2% Yes 4 5 6 r5 � i-c , 7 8 A 9 ermitting ��int 10 11 12 13 14�qMN Remarks: See Reverse Side Page 2 of 2 for Additional Information for Disclaimer s This Is a Compaction Test only on the top 12" of the pad and is not a verification of Soi 4e dg o ' Legend for Elevation: s o PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: ` SL = Springline FL = Final Lift Keith LeBlanc, P.EW A SG = Subgrade BG = Below Grade Federal Engineering &.? 0jing �,,*'; C" BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394°s4S'�� TOP = Top of Pipe FG = Finished Grade Certificate of Authorization 4184T1r As 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, conclusions or 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 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 raln/storms, retesting must be performed on this work. PAGE 1 of 2