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Home My WebLink AboutEngineering 1- ed a ra 1 Phone:954-784-2941 E-Fax: 954-784-7875 ngineering admin@fed-eng.com www.fed-eng.com eSting, Inc. wllztp� Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Date: November 15, 2019 Address: 4419 Pressler Lane, Fort Pierce, FL 34982 Order#: 19CMT2941 Area Tested: Building Pad Permit#: O '00 a—J Material Type: Brown Sand Tech: SL Client: 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 NW Corner of Building Pad 12" FL 7.1 109.1 114.0 10.0 95.7% Yes 2 SW Corner of Building Pad 12" FL 9.9 108.9 114.0 10.0 95.5% Yes 3 SE Corner of Building Pad 12" FL 8.6 111.3 114.0 10.0 97.6% Yes 4 NE Corner of Building Pad 12" FL 9.3 109.5 114.0 10.0 96.1% Yes 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: AlPR=Proofroll 1,2,3= 1 st,2nd,3rd Lift Submitted by: � �. SL=Springline FL=Final Lift Keith LeBlanc, F.E. SG=Subgrade BG=Below Grade Federal Engineering&-1estirg;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 publication of'sta:e-ments, conclusions or extracts from or regarding our reports is reserved pending our written approval.A density test determines the degree of-compF.rtiaa of tt a 3estea,layer of material only.A density does not replace a soil bearing capacity determination.These density tests do not certify the underlying soi!-materials b�llow,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:nidi3 l ying sofis-will support the proposed structure without settlement.If no soil borings have been performed to verify the_underlying soils,we recommend that soil borings he performsc:`io 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 r. } 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 Dederal Phone: 954-784-2941 E-Fax: 954-784-7875 Ong I neerl ng admin@fed-eng.com www.fed-eng.com ®[vesting, Inc. ITEM No. 200 Wash Sieve Analysis Date: Friday,November 15, 2019 Job Order Number 19CMT2941 Groza Builders,Inc. 511 SW Port St. Lucie Blvd. Port St. Lucie, FL 34953 RE: Engineering Services Proposed Residence 4419 Pressler Lane Fort Pierce, FL 34982 RESULT OF TESTS Location: Building Pad Sampled By: SL Reported To: Client Sample Description: Brown Sand Weight: 621.16 g Cumulative Wt. Cumulative % Cumulative % Sieve Size Retained (g) Passing Retained #200 561.66 9.6% 90.4% Pan ---- ---- ---- Tested By: SJ (TIN#J32378081-000) Checked By: KL Respectfully Submitted Keith LeBlanc, P.E: _ ,��., r Federal Engineering 8:Testing, Inc. , Florida Registration#59394= Certificate of Authorization.#_5471 - MSM �CI �M�^ ` k�®® ■ -� Approved Laboratory �7 ®ederal Phone:954-784-2941 E-Fax: 954-7844875 G."n9ineering admin@fed-eng.com www.fed-eng.com esting, Inc.__7 Organic Content Test(AASHTO T-267) Date: Friday,November 15,20.19 Job Order Number 19CMT2941 Groza Builders,Inc. 511 SW Port St. Lucie Blvd. Port St. Lucie,FL 34953 RE: Engineering Services Proposed Residence - - -- - --- __ 4419 Pressler Lane Fort Pierce, FL 34982 RESULT OF TESTS Location: Building Pad Sampled By: SL Reported To: Client Sample Description: Brown Sand Crucible Weight Crucible Weight Crucible +Material +Material Organic Weight Content Before Burn After Burn (grams) (grams) (grams) (% by Weight) IF22.98 59.11 58.65 1.27 _- -- -_ Tested By:-^ SJ (TIN#J3237808 1-000) .- Checked By: . KL Respectfully Submitt , Keith LeBlanc, P.E. Federal Engineering'&�T-_esting,`hic Florida RegiAration`#59394 ,` Certificate of Autho`izatiori#`547 a Oakland Park,Florida 33334s aci; �E �l�:�.'=�=1, Ctl1'FDOT _�� _ Approved Laboratory �'T Dederal Phone: 954-784-2941 E-Fax: 954-784-7875 ngineering admin@fed-eng.com Q www.fed-eng.com (goesting, inc. PROCTOR COMPACTION TEST DATE SAMPLED: 11/15/2019 DATE TESTED: 11/18/2019 SAMPLE#: 19CMT2941 CLIENT: Groza Builders, Inc. ADDRESS: 511 SW Port St. Lucie Blvd. Port St. Lucie, FL 34953 PROJECT: Proposed Residence LOCATION: 4419 Pressler Lane, Fort Pierce, FL 34982 Sampled from Building Pad MATERIAL DESCRIPTION: Brown Sand MATERIAL#: N/A SAMPLED BY: SL TESTED BY: Si TIN#: J32378081-000 SPECIFICATION GOVERNING: ASTM D-1557 LAB NO: 104035 RESULTS OF TEST: The following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop as per the above specified method. MOISTURE% WET DENSITY(PCF) DRY DENSITY(PCF) 7.8 119.9 111.2 9.0 123.8 113.6 10.8 126.1 113.8 13.1 125.7 111.1 114.5 Optimum Moisture (Percentage) 114.0 10.0 % LL 113.5 ---- --_--_ - — -- Maximum Dry-Density (lbs./cu. Ft.) - ---- -- a 113.0 114.0 PCF N 112.5 c a� 112.0 Respectfully Submitted, L 111.5 111.0 Keith LeBlanc, P.E. . 110.5 Federal Engineering 9�Testing, Inc.f 7 8 9 10 11 12 13 14 Florida Reg. No 55394 Moisture (%) Certificate of Authorization No.'S471-_ - r _ MIAMF�AD ®� F®® �L qCl i �-1- O ROImMIq' / � Approved Laboratory