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Home My WebLink AboutGFA SOIL NUCLEAR GAUGEisle_00gb Nuclear Gauge Client: Project: 0_0Soil Report Date: 1/6/2017 Harbour Ridge Property Owners Association, Inc. 15-0757.00 Test Method: ASTM D 6938 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Pert St. Lucie Palm City, FL 34990 12600 Harbour Ridge Blvd. FBPECA#4930 Palm City, FL 521 NW Enterprise Drive Port St. Lucie. FL 34986 Fw:772-924-358b R E C E I V r D AN 0 0 701 Phase: T72-924-35751 Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction MinlMax Comp. (a/o) Remark 56 7/l/16 P-1 N/A 9.2 116.1 8.4 117.8 12 101 95/ 105 Pass 57 7/l/16 P-1 N/A 9.2 116.1 9.0 116.2 12 100 95 / 105 Pass 58 711116 P-1 N/A 9.2 116.1 8.2 117.7 12 101 95/ 105 Pass Test Information Test # Test Location I Elevation Reference Gauge Make I Model / SN Field Technician 56 Below Pad Grade: Maintenance Building Slab, Northeast Comer i 12:1 Troxler 3430 29796 Hangen, Troy 57 Below Pad Grade: Maintenance Building Slab, Southwest Comer 0 - 1 Troxler 3430 29796 Hangen, Troy 58 Below Pad Grade: Maintenance Building Slab, Center Area 1 10-1 1 Troxler 3430 29796 Hangen, Troy Comments Pass: Tests results comply with specifications Tests are -Direct Transmission- (Method A) unless probe depth Is noted as 'Backscaker'. Gauge calibration data on file with the testing agency. 56, 57, 58: 1 - 2 HCP=50+, > 95 % Compaction, PASS. HCP tests are SCANNED BY St. Lucie County AA", vi-4, URNM Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Y99BBI W, )RI'D- NA1-E 11011111 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 } MNww. Port St. Lucie FBPE CA# 4930 521 M EnterpHse OHve Part St. Lude, FL 34986 Phone: 772-9243 751 Fax: 772-924-3580 RECEIVED JAN 0 0 7017 Soil Nuclear Gauge Client: Project: Report Date: 1/6/2017 Harbour Ridge Property Owners Association, Inc. 15-0757.00 Test Method: ASTM D 6938 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Palm City, FL 34990 12600 Harbour Ridge Blvd. Palm City, FL Test Results Test# Retest Of Test Date ProctorlD 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 56 7/1/16 P-1 N/A 9.2 116.1 . 8.4 117.8 12 101 95 / 105 Pass 57 7/1/16 P-1 N/A 9.2 116.1 9.0 116.2 12 100 95 / 105 Pass 58 7/l/16 P-1 N/A 9.2 116.1 8.2 117.7 12 101 95 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 56 Below Pad Grade: Maintenance Building Slab, Northeast Comer 0-1 Troxler 3430 29796 Hanger, Troy 57 Below Pad Grade: Maintenance Building Slab, Southwest Comer 0-1 Troxler 3430 29796 Hangen, Troy 58 Below Pad Grade: Maintenance Building Slab, Center Area 0 - 1 Troxler 3430 29796 Hangen, Troy 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. 56, 57, 58: 1 - 2 HCP=50+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the relative density of the soil. p W L n /ONAX 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 14. Port St Lucia FBPE CA#493D 521 NW Enterprise Drive Pon St. Wde, F. 34986 Phone: 772-924-3575I Far: 772-924.3580 Soi Nuclear Gauge Report Date: 7/1312016 Test Method: ASTM D 6938 Client: Harbour Ridge Property Owners Association, Inc. 12600 Harbour Ridge Blvd. Palm City, FL 34990 Project: 15-0757.00 Harbour Ridge Lifestyle and Sales Center 12600 Harbour Ridge Blvd. Palm City, FL r , .. .- �• '. ,,�, -Test Results, Test# Retest Of Test Date ProctorlD Method Sol[ Classification Optimum Moisture %) Maximum Dry Density p In Place Moisture % In Place Dry Density p Probe Depth (In) Percent Compaction MINMax Comp. % Remark 56 7/1/16 P-1 N/A 9.2 116.1 8.4 117.8 12 101 95/ 105 Pass 57 7l1/16 P-1 N/A 9.2 116.1 9.0 116.2 12 100 951105 Pass 58 711/16 P-1 N/A 9.2 116.1 8.2 117.7 12 101 95 / 105 Pass Test Information . Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 56 Below Pad Grade: Maintenance Building Slab, Northeast Comer 0 - 1 Troxler 3430 29796 Hanged, Troy 57 Below Pad Grade: Maintenance Building Slab, Southwest Comer 0 - 1 Troxler 3430 29796 Hanged, Troy 56 1 Below Pad Grade: Maintenance Building Slab, Center Area 0 -1 Troxler 3430 29796 Hanged, Troy Remarks. Comments, :• Related:Tests '' ` ' Pass: Tests results comply with specifications Tests are'Dhect Transmission' (Method A) unless probe depth Is noted as'Backscatter. Gauge calibration data on file vAth the testing agency. 56, 57, 58: 1 - 2 HCP=50+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the relative density of the soil. Test # Related Test # Test Type Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 ♦ .r'.r� i K'". "*i SSA h .< r .� x h , _.� $-�4!'+` 4`" 4. yf.r -) 1+°.. -.,' a ,..;F q„' ' `^ '""`'1'ic'-t .cZ t/i '." y... SR '6J w" "'1u .... r't.Y ..:::u r' -f.x' ..'. -,_ 7/ .� 1r::. t( ,,. r :zatx s°�.•.- ' "" - yi yy,'�,K„ .i s,V"' Rk •'•, i 3'�1� � Rrji; I*-yx1 Soil Nuclear Gauge Client: Project: 0 SCANNED Report Date: 7/1312016 Harbour Ridge Property Owners Association, Inc. 15.0757.00 By Test Method: ASTM D 6938 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Ponsl.iwW St. Lucie COunty Palm City, FL 34990 12600 Harbour Ridge Blvd. MPECA#4930 �i Palm City, FL 521 N Erxeryese ndve PM St. Lude, FL 34NO PFme: M4244575I Fax M-924-3511e ' TestResults Test# Retest Of Test Date Proctor ID Method Soil .Classification Optimum Moisture %) Maximum Dry Density pc In Place Moisture % In Place Dry Density pc Probe Depth (in) .Percent Compaction MIm Max Comp: %) Remark 56 7/1/16 P-1 N/A 9:2 116.18.4 117.8 12 101 95/1D5 Pass 57 Wlli(3 P•1 N/A 9.2 116.1 9,0 It! 12 100 95/105 Pass 58 7/1/16 1 P-1 N/A 1 9.2 1 116.1 8.2 117.7 1 12 101 951105 1 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN- Field Technician 56 Below Pad Grade: Maintenance Building Slab, Northeast Corner 0-1 Troxler 3430 29796 Hangen, Troy 57 Below Pad Grade: Maintenance Building Slab, Southwest Comer 0 -1 Troxler 343029796 Hanger, Troy 58 Below Pad Grade: Maintenance Building Slab, Center Area 6-1 Troxler 3430 29796 Hanger, Troy Remarks Comments Related Tests Pass: Tests results comply with specifications Tests are'Direct Transmission* (Method A) unless probe depth is noted as'Backscaaer. Gauge calibration data on file with the testing. agency. 56, 57, 58: 1 -2 HCP=50+, > 95 % Compaction, PASS.'HCP tests are lempiricallycorrelated to the relative density o1 the soil. . I Test # I Related Test # Test Type ttttlltltrgrr 11 * Donald WkMoier, P.E.C.W `r,C�;•Profsii nee 275 State,pf Florid�OQ Per `,S1OlNP`%` Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 l Port 91: Luele FBPE CA 94930 521 M Enla,pnae Deve Pod St. Lude, FL 34986 Phone:772-9243575 i Fm Tr2-924 580 isle-ooy6 Soil. Nuclear Gauge Report Date: 7/6/2016 Test Method: ASTM D 6938 RECEIVED JUL 112016 Client: Project: Harbour Ridge Property.Owners Association, Inc. 15-0757.00 12600rHarbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Palm City, FL 34990 12600 Harbour Ridge Blvd. Palm City, FL • ' .' ' lest Results - • ' Test# Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture % Maximum DryDansity (Pon In Place Moisture % In Place Dry Density Probe Depth (in), Percent Compaction MInIMax Comp. % Remark 56 7/1116 P-1 N/A 9.2 116.1 BA 117.8 _ 12 101 95/105 Pass 57 7/1/16 P-1 N/A 9.2 116.1 9.0 116.2 12 100 951105 Pass 58 7/1116 P-1 N/A 9.2 116.1 8.2 117.7 12 101 95 / 105 Pass 'Test,lnf6rination,. .. ., . ,. . Test # Test Location Elevation Reference Gauge. Make / Model ISN . Field Technician -56 Below Pad Grade: Maintenance Building.Slab. Northeast Comer 0 - 1 Troxler 3430 29796 Hangen, Troy 57 Below Pad Grade: MaintenanceBuilding Slab; Southwest Comer 0-1. Troxler 343029796 Hangen, Troy 58 Below. Pad Grade: Maintenance Building Slab, Center Area 0 - 1 Troxler 3430 29796 Hangen, Troy Remarks Comments - --Related.Tests- = -. Pass: Tests results comply with specifications Tests are'DIreOt Transmission' (Method A) unless; probe depth is noted es'Beckswtter'. Gauge calibraflon data on file with the testing agency. I -Test # Related Test # ' Test Type Test Reports shall not be reproduced, except In lull, without the written approval of GFA International Inc. ,�ONpLDtfW f67675 �. • .7/6121?16 S7• Page 1 of 1 perryt;- (Sly -ootlb Soil Nuclear Gauge Client: Pro)ecta Report Date: 7/6/2016 Harbour Ridge Property Owners Association, Inc. 15-0757.00 PY Test Method: ASTM D 6938 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center ea" Port St. Lucia SCAN Ep Palm City, FL 34990 12600 Harbour Ridge Blvd. Palm 'City, FBPE CA 4930 521 NW Enterprise Drives By 'FL St Port St. Lude. FL U988 Phone: 772.92&35751 Fax: 772-924=3580 ll . Ul:l� CDunh -_ a _ . vJ, A,;est Results Test# Retest Of Test Date ProclorlD Method Soil Classification Optimum Moisture e/. Maximum Dry Density c In Place Moisture % In Place Dry Density a Probe Depth In, Percent Compaction MINMax Comp. q. Remark 56 7/1/16 P-1 .. N/A 9.2 ..- 116.1 8.4 117.8 12 101 951105 - Pass 57 711116 P-1 NIA 9.2 - 116.1 9.0 _ 1162 -12 100 95 / 105 Pass 58 - 711/16 P-1 NIA '9.2 116.1 ;8.2 117.7 12 101 95 / 105 'Pass . ;T 'est infdrmation; ... ... TestA TestLocatlon Elevation Reference- :Gauge Make FModel /'SN Field?echnlcian 56 Below Pad Grade: Maintenance Building'Sla6?Northeast Corner 0 -A Troxler 3430 29796: Hangen; Troy 57 Below Pad Grade:;Mainlens`nce.BufldingSlab?Southwest Comer 0 -1' Troxler 3430297W Hangen: Troy 58 Below Pad Grade:,M5lnteriddceBuilding SlabJCenter Area 0 - 1 Troxler 343029796 Hangen, Troy Remarks >.... Comments. ReletedTests' Pass: Tests results comply with specifications Tests .Bre'DlreLt Transmission- (Method A) unless Press depth Is noted as'Backscaner•.. Gauge calibration data on Poe with the testing agency. I Test 0 Related Test # - Test Type lilt, N Test Reports shall not reproduced, except in full, without the written approval of GFA InternationalInc: Page 1 of 1