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Home My WebLink AboutFIELD DENSITY TEST1M RECEIVED e-:r- M r MAY 0 2 2018 & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 ST. Lucie Cotv Field Density Tests of Compacte of s r hod D-6938 Phone 954-784-2941 800-848.1919 Fax 95.4.784.7875 www.fed-eng.com Project: Proposed Residence Lot 7, Creekside Date: April 3, 2018 Address: 3135 Tidewater Circle, Fort Pierce, FL Order #: 18DR274 Area Tested: Building Pad Permit #: f %/ Z — 06 VY Material Type: Brown Sand with Some Shell & Rock Tech: CO Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: 95% Palm Bay, FL 32907 Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 NW Corner of Building Pad 12" . FL 8.4 105.2 108.3 14.2 97.1 % Yes 2 Center of Building Pad 12" FL 8.9 106.1 108.3 14.2 98.0% Yes 3 SE Corner of Building Pad 12" FL 9.1 106.3 108.3 14.2 98.2% Yes 4 5 A 6 7 8 9 10 11 12 Y ft �111 I I Il l /l1 Remarks: see Reverse Side This is a ge 2 of 2 for Additional Information for Disclaimer ��` ,vnr. C�` •�� Test only on the top 12" of the pad and Is not a verification of S ut• - pa ,, Legend for Elevation: �c%.� ,C) PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: * _ SL = Springline FL = Final Lift Keith LeBlanc, ' SG = Subgrade BG = Below Grade Federal Engine �iTAT,0y/Z BC = Basecourse BOF = Bottom of Footing Florida Reg. Nol�%% �,c tpP.•� �� TOP = Top of Pipe FG = Finished Grade Certificate of Authty�•ai�-- As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizatT99T p�$pn Q!@�e7nents, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compactioltf p 9s 1l bf material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the propose st cture. The results do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying soils will support the proposed stricture without settlement. If no soll borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the suitability of the underlying soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy raintstorms, retesting must be performed on this work, PAGE 1 of 2 Aedefal & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069- Phone 954-784-2941 RECEIVED 800-848-1919 Fax 954-784-7875 MAY 0 2t`,1$ . www.fed-eng.com .,,. �ermC �Uirn110rr� erlf Field Density Tests - - thod D-6938 Project: Proposed Residence Lot 7, Creekside Date: April 3, 2018 Address: 3135 Tidewater Circle, Fort Pierce, FL 'Order #: 18DR274 Area Tested: Building Pad Permit #: Material Type: Brown Sand. with Some Shell & Rock.. Tech: CO 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 NW Corner of Building Pad 12" FL 8.4 105.2 108.3 14.2 97.1 % Yes 2 Center of Building Pad 12" FL 8.9 106.1 108.3 14.2 98.0% Yes 3 SE Corner of Building Pad 12" FL 9.1 106.3 108.3 14.2 98.2% 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 Soil Bearing Capacity. 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 Ehgineering'&,Testii1g, Inc. BC = Basecourse BOF = Bottom of Footing Florida Reg. No..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 property of clients; and'authorization for publlztion of statements, conclusions or extracts from or regarding our reports Is reserved pending our written approval. A density test deti 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 underlying: soil materials below-the-0m6i;s6R structure. The results do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certifj]ha 4t e'unds;lying soils will�'kippbrt the proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings;tie=peiormed to eva\u�te 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 tie �6'Ror6td on this:work. ,PAGE 1 of 2 Compacted Soils Method D-6938 Disclaimer Pursuant to your request, Federal 'Enginee ring & 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 sh6ll,4 compactior test replace a soil bearing capacity determination. A soil boring test must be performed by the client prior to ,construction1 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 includeipmanalysis 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 t6p'12 inches of material. If no soil borings have been performed in the location of the proposed structure, we recommend, performing soil do ings 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 compactioh 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, Incl 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 ".. RECEIVED �'h®ne.9.54-784-29.41 L _ .. ' OR ��37 �� . . . . .. .. Perrhitting De " ... ax 954-784-7.875. " T 8 TE$TIPlt#;.HPIC. .. : CPa!tmenr ... - . St, Lucieounty. -.�IIfUi►.€ed=eng.001'n 250 SW.13th Ave Pompano Beach, FL 33069. :::.' :. • : • .`.. Fi.eld'.Density.Tests; ®f.Cortnpacted. Soils Mefi ' d D-6938.. :..' :: •'" ' ' : ' .:: . Project:: Proposed'Residence' ..' .'. Lot- T- Cree"kside ... Date: ::.ApriF3, 2018; :: Address:." :' 3151 Tidewater Circle,• Fort Pierce,: FL:..'. .'.. .: - .' .: ' :" :.: '.0eder #: ,'. .• 18DR274: Area Tested:.. : gildiin ' Pad..... 9- :Permit #: Material Type:". Brown Sand with Some=She11'&:Rock. ;. :::' Tech:: CO.:-.' Client:: • D.R:..Horton; Addre§s; : ' :1430 Culver briv NE'.'. :` :' ::. " ':..... ": :..,. :: Compaction Req::: " " .: '. 95%.''" •.-'..:" : :.. : :Palm Bay; FL :32907' :. ''. ; .:: " " ' :: ; ' ::' " ' :: :::' : ' "... Proctor MetHod:: ASTM D-1557:: ,Test' '.:. :: :... .. TEST LOCATION. Probe Depth: lev.; E Mois o t pry." : e" nsity. Proctor :Value .Optimum Moisture Compaction.. Pass ./o".::D -PCF PCF % . 1. .NW .Corner of.Buildin :Pad .'. :: :1.2": " :FL :: -8,4 .105.2 : 1.08:3' : . 14:2. -. ...' 97.1% .: • Yes 2 : Center - of BuildingPad : : :. • : 12" : •' Fl:. 8.9 :.106:1 1l)8..3 " .:.14:2 98.0% . Yes , 3 . SE Cor"ner'ofBuildin . Pad.' :.. 12"" . fL " " 9:1 106 3 :1.08.3 : '14.2' :: " 98.2% Yes ". `.'. . 4. .5...... " 89. V. 12:: .. 13 I. J. -•• •�.�• , va•........�.,.�c vn"c AW MUUMVTlal-mTormailon Tor 411sdaimer This is a Compaction Test.only on the top 12" of -the pad and is not a verification: of Soil !Rearing Capacity.:. Legend.for Elevation: --� FR'=Proofrolf 1,2;3 1st,•2nd,'3rdLift:•'.'•••'••'::' Submitted.by: SL =-Spiinglihe FL• =_Final:Lift : Keith Leglanc, P:E:. SG = SLligratie G.= B6elow.Grade R,. Federa, En :& esting,.Inc...,: g iieeriri BC =. Basecouese. BOF =: Bottom of Footing . :. Flor cJa IRagallo..59J94 . : TOP Top' of Pipe FG = Finished Gtade Certiiida.W of Authorization•#5471 Asa mutual protection -to clients, the public and.ourselves; all. reports.are-submitted as the. confidential 'property of clients; and authorization .for -public �bo of statements,. conclusions.or e)&acts' from or:regardirig our:reports, is'reserved pending ouir written approval. .A density test determines trie �iagree of cc+rnpacfi'on of th6bl:c-sd IayeP t f material . only. A density does not replace a.'soil bearing capacity determination; These density, tests do not•certify the underlying soil mate7lals below thb. piopgsetl sti'uoture. The results do not preclude: or guarantee that future settlement and cracking will not occur. A soil boring testis required to certify. that the iinderiy ng stilt,will aupport.tlie,proposed structure' without settlement. If. no soil.boririgs have been'perfornied to Verify the underlying sdils, we recommend that soil borings be performed: to:ovpluote tha suitability of the underlying soil to support 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 Phone 954-784-2941 L4ede'ra.l 800-848-1919 8 TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach, FL 33069 www.fed-eng.com Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 7, Creekside Date: April 3, 2018 Address: 3151 Tidewater Circle, Fort Pierce, FL Order #: 18DR274 Area Tested: Building Pad Permit #: Material Type: Brown Sand with Some Shell & Rock Tech: CO Client: D.R. Horton Inc. Address: 1430 Culver Drive NE Compaction Req.: 95% Palm Bad, FL 32907 Proctor Method: ASTM D-1557 Test TEST LOCATION Dry Proctor IOptimum Probe Moist # Depth Elev. "�o Density Value Moisture Compaction Pass NW Corner of Building Pad 12" FL 8.4 1 105.2 108.3 14.2 97.1% Yes 2 Center of Bui!d!n Pad 12" FL 8.9 106.1 108.3 14.2 98.0% Yes 3 SE Corner of Building Pad 12" FL 9.1 106.3 108.3 14.2 98.2% 1 Yes 4 5 t7 H 101 12 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 Soli B 9 /� Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: N 9394 SL = Springline FL = Final Lift Keith LeBlanc, r SG = Subgrade BG = Below Grade P.E'— Federal Engineerin-A Ming, ��jq � Jr te a BC = Basecourse BOF =Bottom of Footing Florida Reg, No. 5930 ��q' TOP = Top of Pipe FG = Finished Grade ' Certificate of Authorizatii'rtp ,''-4.®R11DN- �,�� AS a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization�� *•�-• ��`` conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines clients, a ts, andree of compaction oh only. t density does grantee that a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the propose T 1� re r 1 do not preelude.or guarantee that future settlement end cracking will not occur. A soil boring test Is required to certifythat the underlying results without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be perform d to evaluate the suitability of thpropose unstructure derlying 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