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HomeMy WebLinkAboutFIELD AND LABORATORY REPORTUNII iR-SAL ENGINEERING SCIENCES Consultants I n:Geotechnical Engineering -Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection& Plan Review 820 Brevard Avenue, Rockledge, FIL 32955 - P: 321.638.0808 - F: 321.638.0978 � q I --) , C-) LA -I I UES Project No.: 0310.1900175.0000 Date Typed: October 03, 2019 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE 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 As requested, Universal Engineering Sciences, Inc. (LIES) 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 Type of Report 115793-1 09/2612019 In-PlaceD nsity Test Report w/Activity Record 115970-1 10/01120191 In -Place Density Test Report w/Activity Record 116027-1 10/02/20191 In -Place Density Test Report w/Activity Record We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. SCANNED St. LUC BY ie county N F QGENs NO . 48796 STATE 6F Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E Hoaglin Z 2019.10.03 11:56:28 lflfll� Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and seated by Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. ICC Email: Cpaneblanco@ahrenscompanies.com: Liennings@ahrenscompanies.com; Rhaflon@ahrenscompanies.com UES r-roject No: UES DOCS No: UNIVERsAL UES Report No: 0310.1900175.0000 115793-1 ARC 092619 ENGINEERING SCIENCES On -Site Time (hrs): 2.50 Consultants In: Geotechnical Engineering - Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services - Materials Testing - Threshold Inspection Travel Time (hrs): 1.00 BuIldinj Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 3.60 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Recor Client: Ahrens Companies 1461 Kinetic Road Lake Park, FIL 33403 Project: MRO Hangar at Treasure Coast IA 3191 Jet Center Terrace , Ft. Pierce, County, FL Date of Activity: Thursday, 26 September, 2019 Technician: Cliff Chenrnav As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Footings. While on site, the technician observed the general condition of the areas to be tested and performed 29 density test(s) for Footings. 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-1 557. The Contractor was notified of the test results or a copy was left for their records. V--1 EUNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection l Building Code Administration, Compliance Inspection& Plan Review 820E1revardAven�e,'Rockledge,FL 32956 -P:321.638.0808 - F: 321.638.0978 In -Place Densily Test Report Client: Ahrens Companies 1461 Kinetic Road Lake Park, FL 33403 Project: Area Tested: Type of Test: Technician: Requirements: MRO Hangar at Treasure Coast [A 3191 Jet Center Terrace , Ft. Pierce, County, FL Footings Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Chermay LIES Project No: 0310.1900175.0000 LIES DOCS No: LIES Report No: 115793-1 DT 092619 I M M-. A YI 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underivinq soils below the tested depths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 Footing at A-1 0-1 ft 12.00 24399 104.4 7.7 96 A 2 Footing at A-2 0-1 ft 12.00 24399 105.0 8.1 97 A 3 Footing at A-3 0-1 ft 12.00 24399 104.5 7.9 96 A 4 Footing at A-4 0-1 ft 12.00 24399 105.5 8.1 97 A 5 Footing at A-5 0-1 ft 12.00 24399 103.6 6.8 95 A 6 Footing at A-6 0-1 ft 12.00 24399 105.1 7.7 97 A 7 Footing at A-7 0-1 ft 12.00 24399 106.5 8.5 98 A 8 Footing at B-7 0-1 ft 12.00 24399 103.6 7.5 95 A 9 Footing at C-7 0-1 ft 12.00 24399 103.7 7.2 96 A 10 Footing at D-7 0-1 ft 12.00 24399 106.0 8.5 98 A 11 Footing at E-7 0-1 ft 12.00 24399 104.0 7.5 96 A 12 Footing at F-7 0-1 ft 12.00 24399 107.5 9.5 99 A 13 Footing at G-7 0-1 ft 12.00 24399 106.5 8.1 98 A 14 Footing at H-7 0-1 ft 12.00 24399 104.5 8.4 96 A 15 Footing at J-7 0-1 ft 12.00 24399 106.0 8.2 98 A 16 Footing at K-7 0-1 ft 12.00 24399 105.1 6.8 97 A 17 Footing at G-9 0-1 ft 12.00 24399 105.6 7.7 97 A 18 Footing at H-9 0-1 ft 12.00 24399 105.4 7.2 97 A This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in fall, without the written approval of Universal Engineering Sciences. UES Project No: 0310.1900175.0000 UNIVERSAL UES DOCS No: ENGINEERING SCIENCES LIES Report No: 115793-1 DT 092619 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection 91 Building Code Administration, Compliance Inspection &Plan Review 820 Brevard Avenue, Rockledge, FIL 32955 -P:321.638.0808 - F: 321.638.0978 In -Place Density Test Report Client: Ahrens Companies 1461 Kinetic Road Lake Park, FL 33403 Project: Area Tested: Type of Test: Technician Requirements: MRO Hangar at Treasure Coast [A 3191 Jet Center Terrace , Ft. Pierce, County, FL Footings Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Chermay Date of Test: 09/26/2019 95% of Proctor maximum. dry density. These tests apply to the fill and/or surficial soil conditions oniv and do not address the condition of the underlvinq soils below the tested deloths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 19 Footing at J-9 0-1 ft 12.00 24399 107.1 9.5 99 A 20 Footing at K-9 0-1 ft 12.00 24399 103.3 6.2 95 A 21 Footing at G-8 0-1 ft 12.00 24399 105.0 8.3 97 A 22 Footing at L-1 0-1 ft 12.00 24399 105.5 8.9 97 A 23 Footing at L-2 0-1 ft 12.00 24399 106.3 9.5 98 A 24 Footing at L-3 0-1 ft 12.00 24399 107.1 9.2 99 A 25 Footing at L-4 0-1 it 12.00 24399 104.6 8.2 96 A 26 Footing at L-5 0-1 ft 12.00 24399 104.5 7.8 96 A 27 Footing at L-6 0-1 ft 12.00 24399 104.6 7.7 96 A 28 Footing at L-7 0-1 ft 12.00 24399 105.0 8.7 97 A 29 Footing at L-8 0-1 ft 12.00 24399 106.1 9.2 98 A (1) Ref. Datum: 0 = Bottom of Footing (2) Maximum Optimum Proctor Dry Moisture # Density Content 24399 108.5 12.5 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. I e I r) -r-� (,(-? i uonstruction materials Testing services FIELD AND LABORATORY REPORT COVER PAGE Client: Ahrens Companies 1461 Kinetic Road Lake Park, FL 33403 Project: MRO Hangar at Treasure Coast ]A 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 Type of Report 115793-1 09/26/2019 In -Place Density Test Report w/Activity Record 115970-1 10101/20191 ln�Place Density Test Report MAGtivity Record 116027-1 10/02/20191 In -Place Density Test Report w/Activity Record We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorizatia�0000�051 /n 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. Printed copies of this document are not considered signed and , sealed and the signature must be verilled on any electronic copies. ICC Email: Cpaneblanco@ahrenscompanies.com; Ljonnings@ahrenscompanies.com; Rhatton@ahrenscompanies.com < N I ENGINEERING SCIENCES Consultants In: Geotechnical Engineering -Environmental Sciences Geophysical Services * Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review L Ul- ___11 loject No: LIES DOC No: UES Report No: On -Site Time (hrs : Lab Time (hrs): Travel Time (hrs): Total Time (hrs): 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 I Activity Record Client: Ahrens Companies 1461 Kinetic Road Lake Park, FIL 33403 Project: MRO Hangar at Treasure Coast IA 3191 Jet Center Terrace , Ft. Pierce, County, FIL Date of Activity: Thursday, 26 September,.2019 Technician: Cliff Chermay 81111(10141 0310.1900175.0000 115793' A*092*9 A 2.50 CP 06 0.00 1�1_ 1.00 3.50 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Footings. While on site, the technician observed the general condition of the areas to be tested and performed 29 density test(s) for Footings. 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-1 557. The Contractor was notified of the test results or a copy was left for their records. L J Project No: dk 0.1k�Ql7iNOOO UNIVERSAL -U_ES'DOCSNo: LIES Report No: 1 1�5&-1 5T 09Y61 9 ENGINEERING SCIENCES q ��'; Consultants In: Geotechnical Engineering - Environ mental Sciences W Geophysical Services - Materials Testing -Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 05t, 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report Client: Ahrens Companies 1461 Kinetic Road Lake Park, FL 33403 Project: MRO Hangar at Treasure Coast 1A 3191 Jet Center Terrace , Ft. Pierce, County, FL Area Tested: Type of Test: Technician: Requirements Footings Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Chermay Date of Test: 09/26/2019 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions oniv and do not address the condition of the underlyinq soils below the tested depths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 Footing at A-1 0-1 ft 12.00 24399 104.4 7.7 96 A 2 Footing at A-2 0-1 ft 12.00 24399 105.0 8.1 97 A 3 Footing at A-3 0-1 ft 12.00 24399 104.5 7.9 96 A 4 Footing at A-4 0-1 ft 12.00 24399 105.5 8.1 97 A 5 Footing at A-5 0-1 ft 12.00 24399 103.6 6.8 95 A 6 Footing at A-6 0-1 ft 12.00 24399 105.1 7.7 97 A 7 Footing at A-7 0-1 ft 12.00 24399 106.5 8.5 98 A 8 Footing at B-7 0-1 It 12.00 24399 103.6 7.5 95 A 9 Footing at C-7 0-1 ft 12.00 24399 103.7 7.2 96 A 10 Footing at D-7 0-1 ft 12.00 24399 106.0 8.5 98 A 11 Footing at E-7 0-1 ft 12.00 24399 104.0 7.5 96 A 12 Footing at F-7 0-1 ft 12.00 24399 107.5 9.5 99 A 13 Footing at G-7 0-1 ft 12.00 24399 106.5 8.1 98 A 14 Footing at H-7 0-1 ft 12.00 24399 104.5 8.4 96 A 15 Footing at J-7 0-1 ft 12.00 24399 106.0 8.2 98 A 16 Footing at K-7 0-1 ft 12.00 24399 105.1 6.8 97 A 17 Footing at G-9 0-1 ft 12.00 24399 105.6 7.7 97 A 18 Footing at H-9 0-1 ft 12.00 24399 105.4 7.2 97 A This test was performed without deviation fmm ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. I �(rk(D4`7 ( _S Project No: 0310,11900f 0�5.0%0 UNIVERSAL -U-E'S DOCS No: 0. en o: 115 Dr292'% ENGINEERING SCIENCES UES Report N '6 1� cp Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services -Materials Testing -Threshold Inspection 0' ko 1§9 Building Code Administration, Compliance Inspection& Plan Review 01, W�" 820 Brevard Avenue, Rockledge, FIL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report Client: Ahrens Companies 1461 Kinetic Road Lake Park, FL 33403 Project: MRO Hangar at Treasure Coast 1A 3191 Jet Center Terrace , Ft. Pierce, County, FL Area Tested: Type of Test: Technician: Requirements: Footings Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Chermay Date of Test: 09/26/2019, 95% of Proctor maximum dry density. These tests apply to the fill and/or surficiW soil conditions oniv and do not address the condition of the underivina soils below the tested deDths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 19 Footing at J-9 0-1 ft 12.00 24399 107.1 9.5 99 A 20 Footing at K-9 0-1 ft 12.00 24399 103.3 6.2 95 A 21 Footing at G-8 0-1 it 12.00 24399 105.0 8.3 97 A 22 Footing at L-1 0-1 ft 12.00 24399 105.5 8.9 97 A 23 Footing at L-2 0-1 ft 12.00 24399 106.3 9.5 98 A 24 Footing at L-3 0-1 ft 12.00 24399 107.1 9.2 99 A 25 Footing at L-4 0-1 ft 12.00 24399 104.6 8.2 96 A 26 Footing at L-5 0-1 ft 12.00 24399 104.5 7.8 96 A 27 Footing at L-6 0-1 ft 12.o6 24399 104.6 7.7 96 A 28 Footing at L-7 0-1 ft 12.00 24399 105.0 8.7 97 A 29 Footing at L-8 0-1 ft 12.00 24399 106.1 9.2 98 A (1) 'Ref. Datum: 0 = Bottom of Footing Maximum Optimum Proctor Dry Moisture # Density Content 24399 108.5 12.5 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. 0� rolect No.: 0310.1900175.0000 Date Typed: October 03, 2019 UNI'v-'ERSAL 1--l' ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan R6view 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.633.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ahrens Companies 1461 Kinetic Road Lake Park, FL 33403 Project: MRO Hangar at Treasure Coast A 3191 Jet Center Terrace , Ft. Pierce, County, FIL As requested, Universal Engineering Sciences, Inc. (UES) r9presentative(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 115793-1 09/26/2019 In -Place Density Test,Report w/Activity Record 115970-1 10/01/20191 In -Place Density Test Report w/Activity Record 116027-1 10/02/20191 In -Place Density Test Report w/Activity Record We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Universal Engineering Sciences, Inc. Certificate_of_Auttve�No. 00000549 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This,itern has been electronically signed and seated by Richard E. Hoagilln, RE using a Digital signature. Printed copies of this document am not considered signed and sealed and the signature must be verified an any electronic copies. ICC Email: Cpanebianco@ahmnsdompanies.com; Ljennings@ahrenswm�anies.com; Rhatton@ahrenscompanies.mm UE� Dject No: 0310.1900175.0000 N I V i IL -7 LIES DOCS No: j UES Report No: 115793-1 ARC 092619 ENGINEERING SCIENCES On -Site Time (hrs): 2.50 Consultants In: Geotechnical Engineering - Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services a Materials Testing - Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 3.50 820 Brevard Avenue, Rockledge, FIL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ahrens Companies 1461 Kinetic Road Lake Park, FIL 33403 Project: MRO Hangar at Treasure Coast IA 3191 Jet Center Terrace , Ft. Pierce, County, FIL Date of Activity: Thursday, 26 September, 2019 Technician: Cliff Chermav As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Footings. While on site, the technician observed the general condition of the areas to be tested and performed 29 density test(s) for Footings. 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. UNkr"ERSAL 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, FIL 32955 -P:321.638.0808 -F:321.638.0978 In -Place Density Test Report Client: Ahrens Companies 1461 Kinetic Road Lake Park, FL 33403 Project: Area Tested: Type of Test: Technician: Requirements MRO Hangar at Treasure Coast IA 3191 Jet Center Terrace, Ft. Pierce, County, FL Footings Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Chermay I Q�'j Project No: 0310.1900175.0000 UES DOCS No: UES Report No: 115793-1 DT 092619 Date of Test: 09/26/2019 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions oniv and do not address the condition of the underivinq soils below the tested depths. Test No. Location of Test Range Depth (inch) I Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 Footing at A-1 0-1 ft 12.00 24399 104.4 7.7 96 A 2 Footing at A-2 0-1 ft 12.00 24399 105.0 8.1 97 A 3 Footing at A-3 0-1 ft 12.00 24399 104.5 7.9 96 A 4 Footing at A-4 0-1 ft 12.00 24399 105.5 8.1 97 A 5 Footing at A-5 0-1 ft 12.00 24399 103.6 6.8 95 A 6 Footing at A-6 0-1 ft 12.00 24399 105.1 7.7 97 A 7 Footing at A-7 0-1 ft 12.00 24399 106.5 8.5 98 A 8 Footing at B-7 0-1 ft 12.00 24399 103.6 7.5 95 A 9 Footing at C-7 0-1 ft 12.00 24399 103.7 7.2 96 A 10 Footing at D-7 0-1 it 12.00 24399 106.0 8.5 98 A 11 Footing at E-7 0-1 ft 12.00 24399 104.0 7.5 96 A 12 Footing at F-7 0-1 ft 12.00 24399 107.5 9.5 99 A 13 Footing at G-7 0-1 ft 12.00 24399 106.5 8.1 98 A 14 Footing at H-7 0-1 ft 12.00 24399 104.5 8.4 96 A 15 Footing at J-7 0-1 ft 12.00 24399 106.0 8.2 98 A 16 Footing at K-7 0-1 ft 12.00 24399 105.1 6.8 97 A 17 Footing at G-9 0-1 ft 12.00 24399 105.6 7.7 97 A 18 Footing at H-9 0-1 ft 12.00 24399 105.4 7.2 97 A This test was performed without deviation from ASTMprocedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL tuENGINEERING 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:i2l.638.0808 -F:321.638.0978 In -Place Density Test Report Client: Ahrens Companies 1461 Kinetic Road Lake Park, FL 33403 Project: Area Tested: Type of Test: Technician: Requirements: MRO Hangar at Treasure Coast 1A 3191 Jet Center Terrace , Ft. Pierce, County, FL Footings Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Chermay --:J Project No: 0310.1900175.0000 UES DOCS No: UES Report No: 115793-1 DT 092619 Date of Test.: 09/26/2019 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 underlying soils below the tested depths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 19 Footing at J-9 0-1 ft 12.00 24399 107.1 9.5 99 A 20 Footing at K-9 0-1 ft 12.00 24399 103.3 6.2 95 A 21 Footing at G-8 0-1 ft 12.00 24399 105.0 8.3 97 A 22 Footing at L-1 0-1 ft 12.00 24399 105.5 8.9 97 A 23 Footing at L-2 0-1 ft 12.00 24399 106.3 9.5 98 A 24 Footing at L-3 0-1 ft 12.00 24399 107.1 9.2 99 A 25 Footing at L-4 0-1 ft 12.00 24399 104�6 8.2 96 A 26 Footing at L-5 0-1 ft 12.00 24399 104.5 7.8 96 A 27 Footing at L-6 0-1 ft 12.00 24399 104.6 7.7 96 A 28 Footing at L-7 0-1 ft 12.00 24399 105.0 8.7 97 A 29 Footing at L-8 0-1 ft 12.00 24399 106.1 9.2 98 A (1) Ref. Datum: 0 = Bottom of Footing (2) Maximum Optimum Proctor Dry Moisture # Density Content 24399 108.5 12.5 This test was performed without deviation Imm 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. UE� .. ... Aect NO: 0310.1900175.0000 E, CS N I,! N I E R S A,,!n U S DO o: UESReportNo: 115970-IARC100119 ENGINEERING SCIENCES On -Site Time (hrs): 1.25 Consultants In: Geotechnical Engineering - Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services - Materials Testing - Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 2.25 820 Brevard Avenue, Rockledge, FL 32955 -P:321.638.0808 1F:321.638.0978 Activity Reco Client: Ahrens Companies 1461 Kinetic Road Lake Park, FIL 33403 Project: MRO Hangar at Treasure Coast IA 3191 Jet Center Terrace , Ft. Pierce, County, FIL Date of Activity: Tuesday, 01 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 Parking & Roadway. While on site, the technician observed the general condition of the areas to be tested and performed 7 density test(s) for Parking & Roadway. 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 98% of the maximum dry density per ASTM D-1 557. 1 The Contractor was notified of the test results or a copy was left for their records.