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HomeMy WebLinkAboutInspection Docs 0 ederal Phone:954-784-2941 RECEIVED E-Fax: 954-784-7875 ® n ineerin admin@fed-eng.com g g www.fed-eng.com ®�esting, Inc. _ .. . - -- er tti Departmen� Field Densi ty Tests of Compacted &MSL�940d D-6938- Y p Project: Proposed Residence Date: September 4, 2020 Address: 4800 Seagrape Drive, Fort Pierce, FL 34982 Order#: 20CMT2757 Area Tested: Building Pad Permit#: Zo05 - 039 Material Type: Brown Clayey Sand with Shell Tech: Ci Company: Groza Builders, Inc. Address: 511 SW Port St. Lucie Blvd. Compaction Req.: 95% Port St. Lucie, FL 34953 Proctor Method: ASTM D-1557 Test Probe Moist Dry Proctor Optimum # TEST LOCATION Depth Elev. oho Density Value Moisture Compaction Pass PCF PCF % 1 SE Corner of Building Pad 12" 1 L 9.1 120.9 120.0 8.5 100.8% Yes 2 SW Corner of Building Pad 12" 1 L 9.3 118.2 120.0 8.5 98.5% Yes 3 NE Corner of Building Pad 12" 1 L 9.7 115.0 120.0 8.5 95.8% Yes 4 NW Corner of Building Pad 12" 1 L 12.1 115.1 120.0 8.5 95.9% Yes 5 6 7 8 RECEIVED 9 CT 2 7 202 10 Pern itting.uepar me 11 .Lucie Cour ty 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. Aae&,4.- SL=Springline FL=Final Lift Keith LeBlanc, P.E. - Q _ Q•T.c� SG=Subgrade BG=Below Grade Federal Engineering Testing, inc., BC=Basecourse BOF=Bottom of Footing Florida Reg. No.59394 TOP=Top of Pipe FG=Finished Grade Certificate-of Au!hori:�atibn#5471 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,catrpaction 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 parforrned to tavaluote th?suifability 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 perfrdrii�ed on this work..";, PAGE 1 of 2 Compacted Soils Method D-6933 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 mate rials..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, utility or footing excavations overgrown vegetation, traffic and other disturbances will void this test and the site must be re-compacted and re- tested 9 9 P tested prior to construction. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of our client and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. It has been a pleasure working with you and we look forward to doing so in the near future. Nk Page 2 of 2 O ed era l Phone:954-784-2941 E-Fax: 954-784-7875 admI©nglneering wwfef -eng.com www.fed-eng.com ®Oesting, Inc., --M Field Density Tests of'Compacted Soils Method D-6938 Project: Proposed Residence Date: September 25, 2020 Address: 4800 Seagrape Drive, Fort Pierce, FL 34982 Order#: 20CMT2998 Area Tested: Building Pad Permit#: )_UD5 - b3 Material Type: Brown Clayey Sand with Shell Tech: CJ Company: Groza Builders, Inc. Address: 511 SW Port St. Lucie Blvd. Compaction Req.: 95% Port St. Lucie, FL 34953 Proctor Method: ASTM D-1557 Test Probe Moist Dry Proctor Optimum # TEST LOCATION Depth Elev. % Density Value Moisture Compaction Pass PCF . PCF % 1 NE Corner of Building Pad 12" 2L 12.6 117.3 120.0 8.5 97.8% Yes 2 NW Corner of Building Pad 12" 2L 13.9 114.1 120.0 1 8.5 95.1% Yes 3 SW Corner of Building Pad 12" 2L 13.1 114.8 120.0 8.5 95.7% Yes 4 SE Corner of Building Pad 12" 2L 13.0 116.9 120.0 '8.5 97.4% Yes 5 6 7 RECEry 4 8 OCT,2 �120 Pe fitting oepa ment 9 t. Lucie co 10 11 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 Engineering&Testing; Inc. BC=Basecourse BOF=Bottom of Footing Florida Ri 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 pub!ication o,f statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.A density test determines the d9gree of compaction`of ttie tested,layer of material only.A density does not replace a soil bearing capacity determination.These density tests do not certify the underlying soil material§'below the proposed structure:Jh-e-results do not preclude or guarantee that future settlement and cracking will not occur.A soil boring test is required to certify that the underlyi6 soiis;will,supoort the pt'posed structure without settlement.If no soil borings have been performed to verify the underlying soils,we recommend that soil borings be perfonr ed fie evaivate:the suitabllity 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 Skis Ur Q work: r- PAGE 1 of 2 Compacted Soils Method.®-6936 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, utility or footing 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 as the confidential property of our client and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our 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 Oe ederal Phone:95a-784-2941 E-Fax: 954-784-7875 Ong l neerl ng admin@fed-eng.com www.fed-eng.com & esting, Inc. -_ 3370 NE 51th Avenue Oakland Park.Flori�2111111111111 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Date: . October 16, 2020 Address: 4800 Seagrape Drive, Fort Pierce, FL 34982 Order#: 20CMT3242 Area Tested: Building Pad Permit#: Sou - 03R Material Type: Brown Clayey Sand with Shell Tech: CJ Company: Groza Builders, Inc. Address: 511 SW Port St. Lucie Blvd. Compaction Req.: 95% Port St. Lucie, FL 34953 Proctor Method: ASTM D-1557 Test Probe Moist Dry Proctor Optimum # TEST LOCATION Depth Elev. % Density Value Moisture- Compaction Pass PCF PCF 1 NE Corner of Pad 12" FG 5.7 116.1 120.0 8.5 96.8% Yes 2 NW Corner of Pad 12" 1. FG 7.4 114.8 120.0 8.5 95.7% Yes 3 SW Corner of Pad 12" FG 7.8 114.3 120.0 8.5 95.3% Yes 4 Center of Pad 12" - FG 6.2 115.9 120.0 8.5 96.6% Yes 5 6 7 8 REC61111, 9 ZT 2 Pei nutting 10 peP rtmen IUL r. v 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: f PR=Proofroll 1,2,3= 1st 2nd 3rd Lift Submitted :bY SL=Springline FL=Final Lift I<eith�L.eBlane,P:E: . SG=Subgrade ' BG=Below Grade F.,eoeraF.Fngineeri�ig,f Te-ti(g, Inc. BC=Basecourse BOF=Bottom of Footing Florida Reg. N9.-:,5;3394 := TOP=Top of Pipe FG=Finished Grade = Certificate ofAuthorization#5471 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property-.of clients,aud`authorization for-pgblication 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 underlyiisg soil materials below the prof osel structure.The results do not preclude or guarantee that future settlement and cracking will not occur.A soil boring test is required to ce!ufyjmat'the underlying-solls-will s�pNort the proposed structure .without settlement.If no soil borings have been performed to verify the underlying soils,we recommend.that soil boiin`d be brfo ed.to-evalriete tF a suitability of the underlying 9 P fY Y 9 r9•- P r� ,� tY Yt 9 soil to support the proposed structure.After laying dormant for a period of 90 days or after heavy rain/storms,retesting fnust..i;rperformed'ooah srtiork. PAGE 1 of 2 for acted Soils Method D-6938 Disclaimer Pursuant to your request., Federal.Engireering &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, utility or footing 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 as the confidential property of our client and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our 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