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Home My WebLink AboutSOIL NUCLEAR GAUGESoil Nuclear Gauge Client: '-�-P.roject: r/Ae' �r Report Date: 6/7/2017 A-1 Roof Truss 16-1322.00-- a�np'� Test Method: ASTM D 6938 4451 St. Lucie Blvd A-1 Truss Building E Port St Lucie Fort Pierce, FL 34946 4451 St. Lucie Blvd. FBPE CA#4939 Fort Pierce, l=L 521 NW Enterprise Drive Pod St Lucie, FL 34966 Phone: 77M2435751 Fax: 772-9243580 Test'Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture I%) Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. M L Remark 1 8/1/16 P-1 N/A 10.0 112.0 8.9 110.8 12 99 98/105 Pass 2 8/1/16 P-1 N/A- 10.0 112.0 8.6 111.7 12 100 98/105 Pass 3 8/1/16 P-1 N/A 10.0 112.0 8.7 110.9 12 99 98/105 Pass 4 8/1/16 P-1 N/A 10.0 112.0 9.4 112.2 12 100 98/105 Pass 5 8/1/16 P-1 N/A 10.0 112.0 9.0 111.4 12 1 99 98/105 1 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 1 Above Bottom of Structure: SD-3, South Side 0-1 Troxler 3430 34151 Liverman, Robert 2 Above Bottom of Pipe:.Between SD-3 & Outiall East, 40' from SD-3, 3' North 0-1 Troxler 3430 34151 - Liverman, Robert 3 Above Bottom of Pipe: Between SD-3 & outfall East, 55' from SD-3, 3' South 0.1 Troxler 3430 34151 Liverman, Robert 4 Above Bottom of Pipe: Between SD-3 & Outiall West, 20' from SD-3, 3' South 0.1 Troxler 3430 34151 Liverman, Robert 5 Above Bottom of Pipe: Between SD-3 & Outiall West, 20' firm SD-3, 2' North 0. 1 Troxler 3430 34151 Liverman, Robert -Remarks, Comments Pass: Tests results comply with specifications Tests are'Direct Transmission' (Method A) unless probe depth is noted as 'Backscatter. Gauge calibration data on file with the testing agency. ,may • kla- gq "® NA Donald W. Moler, P of Flori� OM ONAL SC4�Ai D cuCie COunty Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 a, Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. Port St Lucie FBPE CA#4930 521 NW Enterprise Drive Port St. Lucie, FL 34986 Phone: 772-924-35751 Fax: 772-9243580 Soil Nuclear Gauge Client: Project: Report Date: 6/7/2017 A-1 Roof Truss 16-1322.00' . Test Method: ASTM D 6938 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. Fort Pierce, FL Test Results _. Test # Retest Of Test Date Proctor lD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (°/,) Remark 1 8/1116 P-1 N/A 10.0 112.0 8.9 110.8 12 99 98/105 Pass 2 8/1/16 P-1 N/A 10.0 112.0 8.6 111.7 12 100 98/105 Pass 3 8/1/16 P-1 N/A 10.0 112.0 8.7 110.9 12 99 98/105 Pass 4 8/l/16 P-1 N/A 10.0 112.0 9.4 112.2 12 100 98/ 106 Pass 5 8/1/16 P-1 N/A 10.0 112.0 9.0 111.4 12 99 98/105 Pass - Test Information. Test # Test Location Elevation Reference - Gauge Make / Model I SN Field Technician 1 Above Bottom of Structure: S5-3, South Side 0-1 Troxler 3430 34151 1 Liverman, Robert 2 Above Bottom of Pipe: Between SD-3 & Outfall East, 40' from SD-3, 3'North 0-1 Troxier 3430 34151 Liverman, Robert 3 Above Bottom of Pipe: Between SD-3 & outfall East, 55' from SD-3, 3' South 0-1 Troxler 3430 34151 Liverman, Robert 4 Above Bottom of Pipe: Between SD-3 & Outfall West, 29 from SD-3, 3' South 0-1 Troxler 3430 34151 Liverman, Robert 5 Above Bottom of Pipe: Between SD-3 & Outfall West, 20' from SD-3, 2' North 0-1 Troxler 3430 34151 Liverman, Robert Remarks .-1 Comments Pass: Tesls results comply with specifications Tests am "Direct Transmission- (Method A) unless probe depth is noted as 'Backscaffer'. Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 9H;F-* Part St. Lucie FBPE CA#4930 521 NW Entemrise Drive Port SL Lucie, FL 34986 Phone:772-9243575 i Fax: 772-924-358D Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Client: A-1 Roof Truss 4451 St. Lucie Blvd Fort Pierce, FL 34946 Project: 16-1322.00 A-1 Truss Building E 4451 St. Lucie Blvd. Fort Pierce, FL Test Results Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture ° (/°) Maximum Dry Density (pcf) In Place Moisture ° (/°) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. ° (/°) Remark 1 8/1/16 P-1 N/A 10.0 112.0 8.9 110.8 '12 99 98/ 105 Pass 2 811/16 P-1 N/A 10.0 112.0 8.6 111.7 12 100 98/ 105 Pass 3 8/1116 P-1 N/A 10.0 112.0 8.7 110.9 12 99 98/ 105 Pass 4 811/16 P-1 N/A 10.0 112.0 9.4 112.2 12 100 98/105 Pass 5 811/16 P-1 N/A 10.0 112.0 9.0 111.4 12 99 98/ 105 Pass • Testlnformatlon�- Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 1 Above Bottom of Structure: SD-3, South Side 0-1 Troxler 3430 34151 Liverman, Robert 2 Above Bottom of Pipe: Between SD-3 & Ouffall East, 40' from SD-3, 3' North 0-1 Troxler 3430 34151 Livennan, Robert_ 3 Above Bottom of Pipe: Between SD-3 & outfall East, 55' from SD-3, 3' South 0-1 Troxler 3430 34151 Liverman, Robert 4 Above Bottom of Pipe: Between SD-3 & Outfall West, 20' from SD-3, 3' South 0-1 Troxler 3430 34151 Liverman, Robert 5 Above Bottom of Pipe: Between SD-3 & Outfall West, 20' from SD-3, 2' North 0-1 Troxler 3430 34151 Liverman, Robert Remarks Comments Pass: Tests results comply with specifications Tests are "Dined Transmission" (Method A) unless probe depth Is noted as °Backscattef . Gauge calibration data on file win the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Port Sr. Lucie FSPE CA# 4930 521 NW Enterpdse Ddve Port St Lutlo, FL 34986 Phone: T72-924-3575 I Fax: 772-924.3580 Client: Project: A-1 Roof Truss 16-1322.00 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. Fort Pierce, FL Test Results - {;.- -- Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pef) In Place Moisture %) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 6 8/17/16 LBR-1 N/A 9.0 114.0 11.1 112.9 - 12 99 98 / 105 Pass 7 8/17/16 LBRA N/A 9.0 114.0 10.2 114.5 12 100 981105 Pass 8 8/17/16 LBR-2 N/A 10.0 116.0 11.6 115.2 12 99 981105 Pass Test information - .. ' �.. - •' . Test # Test Location Elevation Reference Gauge Make I Model / SN Field Technician 6 Subgrade: Parking Area, Northeast Section Subgrade Troxler 3430 34151 Livennan, Robert 7 Subgrade: Parking Area, Northwest Section EE]Subgrade Subgrade Troxler 3430 34151 1 Liverman, Robert 8 Subgrade: Parking Area, East Side Center Troxler 3430 34151 Livennan, Robert Remarks' .. Comments. Pass: Tests results comply with specifications Tests am'Dimct Transmission' (Method A) unless probe depth is noted as RBackscatter•. Gauge calibration data on file with the teseng agency. � Of • �C SF 60675 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Port SL Lecle FBPE CA# 4930 521 NW Enterpise Dive Pod at Lucie, FL 34986 Phone: 772-92435751 Fax: 772-9243580 Client: Project: A-1 Roof Truss 16-1322.00 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. Fort Pierce, FL Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (Pell In Place Moisture (%) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (°yo) Remark 6 8/17/16 LBR-1 N/A 9.0 114.0 11.1 112.9 12 99 981 log Pass 7 8117116 LBR-1 N/A 9.0 114.0 10.2 114.5 12 100 98/105 Pass 8 8/17/16 LBR-2 N/A 10.0 116.0 11.6 115.2 12 99 98 / 105 Pass Test Information {; Test # Test Location Elevation Reference Gauge Make / Model / SIN Field Technician 6 Subgrade: Parking Area, Northeast Section ISubgrade Troxler 3430 34151 Liverman, Robert 7 Subgrade: Parking Area, Northwest Section Subgrade Troxler 3430 34151 Liverman, Robert 8 Subgrade: Parking Area, East Side Center Subgrade Troxler 3430 34151 Liverman, Robert Remarks Comments Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as 'Backscatter". Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc,, Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Port SL Lucie FBPE CA#4930 521 NW Enterprise Drive Port St WUe, FL 34986 Phone:772-92445751 Fax: 772.924-3580 Client: A-1 RoofTruss 4451 St. Lucie Blvd Fort Pierce, FL 34946 Project: 16-1322.00 A-1 Truss Building E 4451 St. Lucie Blvd. Fort Pierce, FL Test Results Test# Retest Of Test Date. Proctor ID Method Soil Classification Optimum Moisture (% Maximum Dry Density (pcf) In Place Moisture. (%) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 6 8/17/16 LBR-1 N/A 9.0 114.0 11.1 112.9 12 99 98/105 Pass 7 8/17/16 LBR-1 N/A 9.0 114.0 10.2 114.5 12 100 98/105 Pass 8 8/17116 LBR-2 N/A 10.0 116.0 11.6 115.2 12 99 98/105 - Pass Test Information �, t Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 6 Subgrade: Parking Area, Northeast Section Subgrade Troxler 3430 34151 Liverman, Robert 7 Subgrade: Parking Area, Northwest Section Subgrade Troxler 3430 34151 Livennan, Robert 8 Subgrade: Parking Area, East Side Center Subgrade Troxler 3430 34151 Liverman, Robert Remarks Comments Pass: Tests results comply with specifications fl.-aii-ks.a. "Direct Transmission' (Method A) unless probe depth Is noted as aer'. Gauge libiation data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Port SL Lucie PBPECA04930 621 NW Enterprise D&e Port St Lucie, FL 34986 Phone: 772-924-3575 1 Fax: 772-924-3580 Soil Nuclear Gauge Client: Project: Report Date: 6/7/2017 A-1 Roof Truss 16-1322.00 Test Method: ASTM D 6938 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. Fort Pierce, FL Test Results "- Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 9 8/19/16 LBR-2 N/A 10.0 116.0 7.9 114.7 12 99 98/105 Pass 10 8/19116 LBR-2 N/A 10.0 116.0 8.9 116.9 12 101 98/105 Pass 11 8/19/16 LBR-2 N/A 10.0 116.0 8.9 116.1 12 100 98/105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 9 Subgrade: Parking Area, Center Area 1§ubgmde Troxier 3430 34151 Liverman, Robert 10 Subgrade: Parking Area, Southwest Section Subgrade Troxler 3430 34151 Liverman, Robert 11 Subgrade: Parking Area, Southeast Section ISubgrade Tmxler 3430 34151 Liverman, Robert Remarks Comments Pass: Tests results comply with specifications Tests am 'Direct Transmission' (Method A) unless probe depth is noted as 'Backscatter'. Gauge calibration data on file with the testing agency. 0t,ii0�� E W. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. N if Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938. Pon SL Lucie FBPECA#4930 521 NW Enterprise Drive Port St Lucie, FL 34986 Phone:772-92435751 Fax: 72-924-3580 Client: A-1 Roof Truss 4451 St. Lucie Blvd Fort Pierce, FL 34946 Project: 16-1322.00 A-1 Truss Building E 4451 St. Lucie Blvd. Fort Pierce, FL Test Results Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 9 8/19/16 LBR-2 N/A 10.0 116.0 7.9 114.7 12 99 98/105 Pass 10 8119/16 LBR-2 N/A 10.0 116.0 8.9 116.9 - 12 101 98/105 Pass 11 8/19/16 LBR-2 N/A 10.0 116.0 8.9 116.1 12 100 98/105 Pass Test Information Test # Test Location Elevation I Reference Gauge Make I Model / SN Field Technician 9 Subgrade: Parking Area, Center Area Subgrade Troxler 3430 34151 Liverman, Robert 10 Subgrade: Parking Area, Southwest Section JSubgrade Troxler 3430 34151 1 Liverman, Robert 11 Subgrade: Parking Area, Southeast Section ISubgrade Troxler 3430 34151 1 Liverman, Robert Remarks Comments Pass: Tests results Comply with specifications - Tests are "Direct Transmission' (Method A) unless probe depth is noted as a.,. scatter. Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 WIN Port SL Lucie FBPE CA #493D 521 NW Enterprise Drive Port St Woe, FL 34986 Phone:772-924-35751 Fax: 772-9243580 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Client: A-1 Roof Truss 4451 St. Lucie Blvd Fort Pierce, FL 34946 16-1322.00 A-1 Truss Building E 4451 St. Lucie Blvd. Fort Pierce, FL Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture (e/,) Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 9 8/19116 LBR-2 N/A 10.0 116.0 7.9 114.7 12 99 98/105 Pass 10 8/19/16 LBR-2 N/A 10.0 116.0 8.9 116.9 12 101 98/105 Pass 11 8/19/16 LBR-2 N/A 10.0 116.0 8.9 116.1 12 100 98/105 Pass Test Information Test # Test Location I Elevation Reference Gauge Make I Model / SN Field Technician 9 Subgrade: Parking Area, Center Area 1§ubgrade I Troxler 3430 34151 Livennan, Robert 10 Subgrade: Parking Area, Southwest Section Subgrade Troxler 3430 34151 Liverman, Robert 11 Subgrade: Parking Area, Southeast Section I ISubgrade Troxler 3430 34151 Liverman, Robert - Remarks Comments Pass: Tests results comply with specifications Tests am "Direct Transmission' (Method A) unless probe depth is noted as 'Backswttef . Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 port at Lucie FBPE CA#4930 521 NW Enterpdse Drive Pon St. Lucle, FL 34966 Phase: 772-92435751 Fax: 772-9243560 Client: Project: A-1 Roof Truss 16-1322.00 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. Fort Pierce, FL • Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture (a/e) Maximum Dry Density (pcf) In Place Moisture (cyo) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 12 9/8116 P-3 N/A 8.0 129.0 7.8 129.8 8 101 981105 Pass 13 9/8/16 P-3 N/A 8.0 129.0 8.1 130.4 8 101 98/ 105 Pass 14 9/8/16 P-3 N/A 8.0 129.0 7.7 128.7 8 100 98/ 105 Pass 15 9/8/16 P-3 N/A 8.0 129.0 7.6 131.4 8 102 98/ 105 Pass 16 9/8/16 P-3 N/A 8.0 129.0 8.0 130.2 12 101 98 / 105 Pass - - _ - - - Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 12 Base Rock: Parking Area, Southeast Area Base Troxler 3430 34151 Liverman, Robert 13 Base Rock: Parking Area, Northeast Area Base Troxler 3430 34151 Liverman, Robert 14 Base Rock: Parking Area, Northwest Area Base Troxler 3430 34151 Liverman, Robert 15 Base Rock: Parking Area, Southwest Area Base Troxler 3430 34151 Liverman, Robert 16 Base Rock: Parking Area, Center Area Base Troxler 3430 34151 Liverman, Robert Remarks Comments Pass: Tests results comply with specifications Tests are'Direct Transmission' (Method A) unless probe depth Is noted as 'Backscafter. Gauge calibration data on file with the tesfing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 0Poortd SL SL Luele FBPE CA# 4930 521 NW Enterprise Drive Port 5t. Wde, FL 34986 Phone: n2-924.3575I Fax: 772-924-3580 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Client: Project: A-1 Roof Truss 16-1322.00 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. Fort Pierce, FL _ Test Results Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 12 9/8/16 P-3 N/A 8.0 129.0 7.8 129.8 8 101 98/ 105 Pass 13 9/8/16 P-3 N/A 8.0 129.0 8.1 130.4 8 101 981 105 Pass 14 9/8/16 P-3 N/A 8.0 129.0 7.7 128.7 8 100 98/ 105 Pass 15 9/8116 P-3 N/A 8.0 129.0 7.6 131.4 8 102- 981 105 Pass 16 9/8/16 P-3 N/A 8.0 129.0 8.0 130.2 12 101 98 / 105 Pass ' Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 12 Base Rock: Parking Area, Southeast Area Base Troxler 3430 34151 Liverman, Robert 13 Base Rock: Parking Area, Northeast Area Base Troxler 3430 34151 Liverman, Robert 14 Base Rock: Parking Area, Northwest Area Base Troxler 3430 34151 Liverman, Robert 15 Base Rock: Parking Area, Southwest Area Base Troxler 3430 34151 Liverman, Robert 16 Base Rock: Parking Area, Center Area Base Troxler 3430 34151 Liverman, Robert Remarks; Comments Pass: Tests results comply with specifications Tests am "Direct Transmission' (Method A) unless probe depth is noted as 'Backscatter. Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Pori St. Lucie MIRE CA k 4930 521 NW Enterprise Ddrvo Pori St, Lucie, FL 34986 Phone: 772.92435751 Fax: 772.9243580 Client: A-1 Roof Truss 4451 St. Lucie Blvd Fart Pierce, FL 34946 16-1322.00 A-1 Truss Building E 4451 St. Lucie Blvd. Fort Pierce, FL Test Results , Test IN Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture M In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. M Remark 12 9/8116 P-3 NIA 8.0 129.0 7.8 129.8 8 101 98/ 105 Pass 13 9/8/16 P-3 NIA 8.0 129.0 8.1 130.4 8 101 98/ 105 Pass 14 918116 P-3 N/A 8.0 129.0. 7.7 128.7 8 100 98 / 105 Pass 15 9l8/16 P-3 N/A 8.0 129.0 7.6 131.4 8 102 98/ 105 Pass 16 9/8/16 P-3 NIA 8.0 129.0 8.0 130.2 12 101 98/ 105 Pass Test Informatiom • r Test # Test Location Elevation Reference Gauge Make / Model I SN Field Technician 12 Base Rock: Parking Area, Southeast Area Base Troxler 3430 34151 Livennan, Robert 13 Base Rock: Parking Area, Northeast Area Base Troxler 3430 34151 Livennan, Robert 14 Base Rock: Parking Area, Northwest Area Base Troxler 3430 34151 Liverman, Robert 15 Base Rock: Parking Area, Southwest Area Base Troxler 3430 34151 Livennan, Robert 16 Base Rock: Parking Area, Center Area 13ase Troxler 3430 34151 Livennan, Robert Remarks Comments Pass: Tesls results comply with specifications Tests am "Direct Transmission' (Method A) unless probe depth Is noted as 'Backscaaer°. Gauge calibration data on file with the (,ding agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Client: Project: G Report Date: 6/7/2017 A-1 Roof Truss 16-1322.00 Test Method: ASTM D 6938 4451 St. Lucie Blvd A-1 Truss Building E Port St Lucie Fort Pierce, FL 34946 4451 St. Lucie Blvd. MPE CA#4930 Fort Pierce, FL 521 kW Enhigulse Dme Part St Lucie, FL 34986 Phone: 772-92435751 Fax: 772-9243580 Test Results Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction MinlMax Comp. (%) Remark 17 11/16/16 P-1 NIA 10.0 112.0 7.9 108.0 12 96 95/105 Pass 18 11/16/16 P-1 NIA 10.0 112.0 7.6 108.9 12 97 95/105 Pass 19 11/16/16 P-1 N/A 10.0 112.0 8.0 109.2 12 98 95/105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model / SN Field Technician 17 Slab on Grade: 4451 St Lucie Blvd, Building E, Foundation pad, Northeast corner (PERMIT NO. 16040567 0-1 Troxler T3430 36442 Simpson, Glenn 18 Slab on Grade: 4451 St Lucie Blvd, Building E, Foundation pad, Center (PERMIT NO. 16040567) 0-1 Troxler T3430 36442 Simpson, Glenn 19 Slab on Grade: 4451 St Lucie Blvd, Building E, Foundation pad, Southwest comer (PERMIT NO. 16040567 0-1 Troxler T3430 36442 Simpson, Glenn Remarks- Comments Pass: Tests results comply with specifications Tests am "Direct Transmission' (Method A) unless probe depth is noted as 'Backscatter'. Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Pod St Lucie FSPE CA# 4930 521 NW Enterpnse Drive Port St Lucie, FL 34996 Mono; 772-924-3575 1 Fax: 772-924-3560 Client: Project: A-1 Roof Truss 16-1322.00 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. - Fort Pierce, FL Test Results " Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction p Min/Max Comp. (Yo) Remark 17 11/16/16 P-1 N/A 10.0 112.0 7.9 108.0 12 96 95/105 Pass 18 11/16/16 P-1 NIA 10.0 112.0 7.6 108.9 12 97 95/105 Pass 19 11/16/16 P-1 N/A 10.0 112.0 8.0 109.2 12 98 95/105 Pass Test Information - Test # Test Location Elevation Reference Gauge Make I Model I SN Field Technician 17 Slab on Grade: 4451 St Lucie Blvd, Building E, Foundation pad, Northeast comer (PERMIT NO. 16040567 0-1 Troxler T3430 36442 Simpson, Glenn 18 Slab on Grade: 4451 St Lucie Blvd, Building E, Foundation pad, Center (PERMIT NO. 16040567) 0-1 Troxler T3430 36442 Simpson, Glenn 19 Slab on Grade: 4451 St Lucie Blvd, Building E, Foundation pad, Southwest corner (PERMIT NO. 16040567 0-1 Troxler T3430 36442 Simpson, Glenn Remarks ' Comments 'Tests Pass: Tests results comply with specifications are "Direct Transmission" (Method A) unless probe depth is noted as 'Backscatter'. Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Pon St Lucie FBPE CA # 4930 521 NW Enterydse Drive Pod St Lucie, FL 34986 Phone: 772-924-3575 1 Fax: 772-9243680 Client: Project: A-1 Roof Truss 16-1322.00 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. Fort Pierce, FL Test Results Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pef) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. M Remark 17 11/16/16 P-1 N/A 10.0 112.0 7.9 108.0 12 96 95 / 105 Pass 18 11/16/16 P-1 N/A 10.0 112.0 7.6 108.9 12 97 95/105 Pass 19 11/16/16 P-1 NIA 10.0 112.0 8.0 109.2 12 98 95 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN Field Technician 17 Slab on Grade: 4451 St Lucie Blvd, Building E, Foundation pad, Northeast comer (PERMIT NO. 16040567) 0-1 Troxler T3430 36442 Simpson, Glenn 18 Slab on Grade: 4451 St Lucie Blvd, Building E, Foundation pad, Center (PERMIT NO. 16040567)- 0-1 Troxler T3430 36442 Simpson, Glenn 19 Slab on Grade: 4451 St Lucie Blvd, Building E, Foundation pad, Southwest comer (PERMIT NO. 16040567) 0-1 Troxler T3430 36442 Simpson, Glenn Remarks Comments Pass: Tesls results comply with specifications Tests ate'Dinect Transmission' (Method A) unless probe depth is noted as 'Backscattef . Gauge calibration data on file with the testing agency. 7 StAtiald W. Moler, P.E. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 �d Pont St Lucie FBPE CA # 4930 521 NW Enterprise an" Part St. Lucie, FL 34986 Phone: 772-924-3575 1 Fax: 772-924-3580 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Client: Project: A-1 Roof Truss 16-1322.00 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. Fort Pierce, FL Test,Results Test Is ' Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture I%) Maximum Dry Density (pcf) In Place Moisture (a/a) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 20 5123/17 P5 D WA 10.0 123.0 5.9 120.6 12 98 98 / 105 Pass 21 5/23/17 PS D N/A 10.0 123.0 5.8 122.2 12 99 98/105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model / SN Field Technician 20 1 Parking Lot: South side of Building 0-1 Troxler T3430 22260 Smith, Johnnie 21 Parking Lot: East side of Building 0-1 Troxler T3430 22260 ISmith, Johnnie Remarks Comments Pass: Tests results comply with specifications Tests am "Direct Transmission' (Method A) unless probe depth is noted as R'Backscader. Gauge calibration data on file with the testing agency. 60675 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Pont at Luela FBPE CA#4930 521 MN Enterprise Drive Port St. Lurie, FL 34966 Phone: 772-9243575 1 Fax: 772-9243580 Client: project; A-1 Roof Truss 16-1322.00 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. Fort Pierce, FL Test Results ;, Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place I Dry Density I (PC') Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 20 5123/17 P5 D 1/A 10.0 123.0 5.9 120.6 12 98 98/105 Pass 21 5123/17 P5 D N!A 10.0 123.0 5.8 122.2 12 99 98/105 Pass Test Information Test # Test Location Elevation Reference Gauge Make /Model / SN Field Technician 20 1 Parking Lot: South side of Building 0-1 Troxler T3430 22260 1 Smith, Johnnie 21 1 Parking Lot East side of Building 0-1 Troxler T3430 22260 ISmIth, Johnnie Remarks Comments Pass: Tests results comply with specifications Tests am'Direct Transmission' (Method A) unless probe depth is noted as 'Backscattef. Gauge wlibrat on data on file with the testlng agency. i,ttlllllll//f// �p W. r o 60606/07/104T w. Mow. e�= Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Port St. Lucia FBPE CA# 4930 521 NW Enteipnse Drive Port St. Lucie, FL 34986 Phone: 772-92435751 Far: 772-9243580 Client: Project: A-1 Roof Truss 16-1322.00 4451 St. Lucie Blvd A-1 Truss Building E Fort Pierce, FL 34946 4451 St. Lucie Blvd. Fort Pierce, FL Test Results - 1 Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture I%) Maximum Dry Density (pcf) In Place Moisture I%) In Place Dry Density (pcf) Probe Depth (in) Percent Com action p Min/Max Comp. (%) Remark 20 I'll P5 D N/A 10.0 123.0 5.9 120.6 12 98 98/105 Pass 21 5/23/17 P5 D N/A 10.0 123.0 5.8 122.2 12 99 98 / 105 Pass 'Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN Field Technician 20 Parking Lot: South side of Building 0-1 Troxler T3430 22260 Smith, Johnnie 21 Parking Lot: East side of Building 0-1 Troxler T3430 22260 ISmith, Johnnie .Remarks Comments ' Pass: Tests results comply with specifications Tests am "Direct Transmission' (Method A) unless probe depth is noted as 'Backscaher'. Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 . Test Method: ASTM D 6938 Pert St. Lucre FBPE CA# 4930 521 NW Enterprise Dr. P°d St Lurie, FL 34986 Phone: 772-9243575I Fax: 772-9243580 Client: A-1 Roof Truss 4451 St. Lucie Blvd Fort Pierce, FL 34946 16-1322.00 A-1 Truss Building E 4451 St. Lucie Blvd. Fort Pierce, FL . ... . - , 'Test Results Test# Retest Of Test Date Proctor lD Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (PA Probe Depth (in) Percent Comp Min/Max Comp. ° ) I (/°action Remark 22 5/24/17 8.0 127.0 6.3 124.8 8 98 98/ 105 Pass 23 5124117 P-2 N/A 8.0 127.0 5.8 124.9 8 98 98/ 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 22 Parking Lot: Center east 0-1 Troxler 3430 24039 Grimes, John 23 Parking Lot: Center north 0-1 Troxler 3430 24039 Grimes, John Remarks Corrments Pass: Tests results comply with specifications Tests are 'Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on fire with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Report Date: 6/7/2017 Test Method: ASTM D 6938 Port St. Lucie FBPE CA Al 493D 521 NW Enterprise Drive Port St. Lucie, FL 34986 Phone: 772.924-35751 Fax: 772-924-3580 Client: A-1 Roof Truss 4451 St. Lucie Blvd Fort Pierce, FL 34946 Project: 16-1322.00 A-1 Truss Building E 4451 St. Lucie Blvd. Fort Pierce, FL Test Results Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pef) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 22 5/24/17 P-2 N/A 8.0 127.0 6.3 124.8 8 98 981 105 Pass 23 5/24/17 P-2 N71 8.0 127.0 5.8 124.9 8 98 98/ 105 Pass Test Information -' ,. Test # I Test Location I Elevation Reference Gauge Make I Model I SN Field Technician 22 Parking Lot: Center east 0-1 Troxler 3430 24039 Grimes, John 23 Parking Lot: Center north 1 10-1 - Troxler 3430 24039 lGrimes, John Remarks Comments Pass: Tests results comply with specifications Tests am "Direct Transmission" (Method A) unless probe depth is noted as 'Backscatter'. Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 .hGfi� Port St. Lucie FSPE CA#4930 521 NW Enterpnse Drive Pont St. Lude, FL 34986 Phone: 772-9243575I Fax: 772-9243580 Soil Nuclear Gauge Report. Date: 6/7/2017 Test Method: ASTM D 6938 Client: A-1 Roof Truss 4451 St. Lucie Blvd Fort Pierce, FL 34946 16-1322.00 A-1 Truss Building E 4451 St. Lucie Blvd. Fort Pierce, FL Test Results Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture I (%) In Place Dry Density I (pcf) Probe Depth (in) I Percent Compaction Min/Max Comp. (%) Remark 22 5/24/17 P-2 N/A 8.0 127.0 6.3 124.8 8 98 98/ 105 Pass 23 5/24/17 P-2 N/A 8.0 127.0 5.8 124.9 8 98 98/105 Pass - Test Information Test # Test Location I Elevation Reference Gauge Make I Model I SN Field Technician 22 Parking Lot: Center east 1 10-1 Troxler 3430 2403E Grimes, John 23 Parking Lot: Center north 1 10-1 Troxler 3430 24039 Grimes, John Remarks Comments Pass: Tests results comply with specifications Tests are "Direct Transmission' (Method A) unless probe depth Is noted as 'Backscatter. Gauge calibration data on file with the tesfing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 SCANNED BY �] St. Lucie County Port St Lude FSPECA#4930 521 W Enteg,dee pdve Pen at. Lutl°, FL 34986 Ph..: 772-924.35n I Fe.: 772.920.3580 Soil Nuclear Gauge Report Date: 11/16/2016 Test Method: ASTM D 6938 Client: A-1 Roof Truss 4451 St. Lucie Blvd Fort Pierce, FL 34946 Project:_ 16-1322.00 A-1 Truss Building E 4451 St. Lucie Blvd. Fort Pierce, FL Test Results Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pc-) In Place Moisture %) In Place Dry Density (poll Probe Depth (in) Percent Compaction MlnlMax Comp. I%) Remark 1711l16l16 P-0 N!A 10.0 112.0 7:9 108.0 12 98 95I105 pass 18 11l16l16 P-1 N/A 10.0 112.0 7.6 108.9 12 97 95 / 105 Pass 19 11/16116 1 P-1 NIA 1 10.0 112.0 8.0 109.2 12 98 951105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model! SN Field Technician 17— Slab on Grade: 4451 St Lucie Blvd. Building E, Foundation pad, Northeast corner (PERMIT NO. 16040567) 0.1 Troxler T3430 36442 Simpson; Glenn t8 Slab on Grade: 4451 St Lucie Blvd, Building E. Foundation pad, Center (PERMIT NO. 16040567 0-1 Troxler T3430 36442 Simpson, Glenn t97 i8 Slab on Grade: 4451 St Lucia Blvd, Building E. Foundation pad, Southwest comer (PERMIT NO.16040567 0-1 Troxler T3430 36442 Simpson, Glenn ` Remarks Comments Pass: Tests, results comply with specifications Tests are "Direct Transmission' (Me(hod A) unless probe depth is noted as 'eackscaaer. . Gauge carbrafon data on file with the testing agency.. FILE C,ter'GE IV e .12 Nov 16 RECD 056 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and thesignature must be verified on any electronic copies. W. Moler, P.E. io�n# F1iu k?l�P:�% r'7rilllt i3tl Page 1 of 1 Soil Nuclear Gauge Client: Project: Report Date: 11/8/2016 Paul Jacquin & Sons, Inc. ED 13-2491.00 107f�'Test Method: ASTM D 6938 7348 Commercial Circle BY Paul Jacquin & Sons, Inc. - Various Projects Pori St. Lucie Fort Pierce, FL 34951 St. Lucie County FBPE CA # 4930 521 NW Entegaise Drive Port St. Lucia, FL U986 Phone: 772-924-3575 1 Fax: 772-924-3580 Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture % Maximum Dry Density (pc In Place Moisture %) In Place Dry Density pc Probe Depth (in) Percent Compaction Min/Max Comp. %) Remark 37 10/21/16 P-3 N/A 11.0 116.0 7.7 115.1 12 99 95/105 Pass 38 10/21/16 P-3 N/A 11.0 116.0 6.5 116.6 12 101 95/105 Pass 39 10/21/16 P-3 N/A 11.0 116.0 8.0 116.9 12 101 95/105 Pass 40 10/21/16 P-3 N/A 11.0 116.0 5.2 117.0 12 101 98/105 Pass 41 10/21/16 P-3 N/A 11.0 116.0 8.3 115.7 12 100 98/105 Pass Test Information' Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 37 Below Slab Grade: 4451 St. Lucie Blvd, Foundation pad, Northeast comer 0-1 Troxler T3430 22260 Liverman, Robert 38 Below Slab Grade: 4451 St. Lucie Blvd, Foundation pad, Southeast comer 0-1 Troxier T3430 22260 Liverman, Robert 39 Below Slab Grade: 4451 St. Lucie Blvd, Foundation pad, Center 0-1 Troxler T3430 22260 Liverman, Robert 40 Below Slab Grade: 4451 St. Lucie Blvd, Foundation pad, Southwest corner 0.1 Troxler T3430 22260 Liverman, Robert 41 Below Slab Grade: 4451 St. Lucie Blvd, Foundation pad, Northwest corner 0.1 Troxler T3430 22260 Liverman, Robert Remarks I Comments Pass: Tests results comply with specifications Tests are'Direct Transmission' (Method A) unless probe depth is noted as 'Backscatter'. Gauge calibration data on file with the testing agency. D C0FE0VC NOV = 8 RECD r l ; ' �• `Y orl ,Y Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. ``t11111111///j p��p�D W tij� •,� .��%% 0 .\ c'E N scc ��9 O Y,475 %VonaIcKW,&MBIet R.E.:, Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1