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Home My WebLink AboutFIELD AND LABORATORY REPORTn � � � �vl,p✓ � 4 UNIVERSAL f?at TyUES ped: ect No October 27,25019 0 ENGINEERINGSCIENCES-EnvironmentalSCIENCES _ Consultants In: Geotechnical u Geophysical Services • Materials Testing • Th'reshold Inspection Building Code Administration, Compliance Inspection&Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER I Client: Ahrens Companies ---" 1461 Kinetic Road Lake Park, FL 33403 OCT 2 9 �p±g Project: MRO Hangar at Treasure Coast IA ST. Lucie County, Permitting 3191 Jet Center Terrace, Ft. Pierce, County, FL As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field inspection services on the above project. Testing results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. Date I Type of Report 117055.1 10/25/2019 In -Place Density Test Report w/ActMty Record 117055-2 1 1012512019 In -Place Density Test Report We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. SCANNED BY St. Lucie County 48796 STATc OF C� Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E Hoaglin 2019.10.28 13.42:04 -04'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This Item has been electronically signed and sealed by Richard E. Hoaglin, P.E. using a Digital Signature. PAnted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. [CC Email: Cpanebianco@ahrenscompanies.00m; Ljennings@ahrenscompanies.com; Rhatton@ahrenscompanles.com UES Project No: 0310.1900175.0000 UES DOS No: UNIVERSAL UES Report No: 1170554 ARC 02519 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services @ Materials Testing s Threshold Inspection Travel Time (hrs): 1.25 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 2.25 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ahrens Companies 1461 Kinetic Road Lake Park, FL 33403 Project: MRO Hangar at Treasure Coast IA 3191 Jet Center Terrace , Ft. Pierce, County, FL Date of Activity: Friday, 25 October, 2019 Technician: Russell Brause As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Tank pad., Dumpster pad. While on site, the technician observed the general condition of the areas to be tested and performed 1 density test(s) for Tank pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. Technician also tested and performed 1 density test(s) for Dumpster pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. I UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Client: Project: Area Tested: Type of Test: Technician: Requirements: In -Place Density Test Report Ahrens Companies 1461 Kinetic.Road Lake Park, FL 33403 MRO Hangar at Treasure Coast IA 3191 Jet Center Terrace, Ft. Pierce, County, FL Tank pad Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Russell Brause UES Project No: 0310.1900176.0000 UES DOCS No: UES Report No: 117055-1 DT 102519 Date of Test: 10/25/2019 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions onlv and do not address the condition of the undedvino soils below the tested depths. Field Dry Field Test Depth Proctor Density Moisture I % Comments No. Location of Test Range (Inch) (2) (PCF) % Compaction (3) 1 Ctr of pad. 0 to -1 ft 12.00 243M 108.E 1 5.6 1 97 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 24384 111.6 10.0 This test was performed without deviation from ASTM procedures. (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min, requirements- C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This report shall not be reproduced, except in full without the written approval of Universal Engineering Sciences.