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Home My WebLink AboutGFA CONCRETE PAPPERSr ` Report Date 6/1412016 p e STM C Strength of Concrete Sample:23118 d: ASTM C 39 Port SA Lucie Cent: Project FBPE CA # 4930 Harbour Ridge Property Owners Association, Inc. 15-0757.00 521 NW Enterprise Drive 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Port St. Lucie, FL 34986 SCANNEDPalm City, FL 34990 12600 Harbour Ridge Blvd. Phone: 772-924-3575 BY Palm City, FL Fax: 772-924-3580 St. Lucie County _ .Sample Details Set #: 1 Technician: Hangen, Troy Batched: 11:40 EDT Specimen Size: 4" X 8" Cast By: Hanger, Troy Sampled: 12:35 EDT Specimens In Set: 4 Date Cast: 05/19/16 Cast: 12:40 EDT Truck / Ticket #: 1462 / 271253 Sampled From: Chute Truck Empty: 12:45 EDT Contractor: Placement Method: Chute Placement Time: 65 min _ - Location Placement Location: Footing Location Details: Footings for Main Building, West Central and West Central Footings Sample Location 7 Notes: N/A Batch_ Log S Supplier: Titan Mix Design: Sw605R Strength: 3000 (psi Plant: 627 On -Site Admixtures: None _ Field Measurements _ Weather: Slump (in): 4-1/2 (ASTM C 143) Plastic Unit Weight: Air Temperature (F): Concrete Temp (F): Air Content: Load Volume: 11 (yd-) Standard Cure Field Cure Lab,Test Results Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in2) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 1-1 7 05/26/16 116 4.04 12.82 33,440 2,610 2 D2 U 1-2 28 06/16/16 1/27 1-3 28 06/16/16 1 1127 14 56 H 07/14/16 1 1 / 55 Test Age Average Strengths (psi): 7 Day - 2610 Brea_ k Remarks Capping Methods D2: The 7 day test result meets the required 70%. U: Unbonded Caps ASTM C1231 ® M ® R 1111 TYPE 1 TYPE 2 TYPES TYPE 4 T1PE 5 TYPES 1.5-11 p yo �4 RECEI\'r-:D DEC 067.016 Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 Q-* Port St. Lucie FBPE CA # 4930 521 NW Enterprise Drive Port St. Lucie, FL 34986 Phone: 772-924-3575 Fax: 772-924-3580 Report Date: 10/2812016 Compressive Strength of Concrete Sample: 29550 Test Method: ASTM C 39 Client: Project: ( I 1 A 1y I Harbour Ridge Property Owners Association, Inc. 15-0757.00 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Palm City, FL 34990 12600 Harbour Ridge Blvd. Palm City, FL _ Sample Details _ Set #: 10 Technician: Simpson, Glenn Batched: 09:31 EDT Specimen Size: 4" X 8" Cast By: Simpson, Glenn Sampled: 10:30 EDT Specimens In Set: 4 Date Cast: 09/28/16 Cast: 10:40 EDT Truck / Ticket #: 1576 / 272898 Sampled From: Chute Truck Empty: Contractor: Placement Method: Chute Placement Time: Location _ Placement Location: Sidewalk r Location Details: North end Sample Location / Notes: WA _ Batch Log Specifications Supplier: Titan Mix Design: Cag95rta Strength: 3000 (psi) !/ OnSite Admixtures: None _Field Measurements _ Weather: Clear Slump (in): 7 (ASTM C 143) Plastic Unit Weight: Air Temperature (F): 88 Concrete Temp (F): 86 (ASTM C 1064) Air Content: Load Volume: 10 (yd2) Standard Cure - - Field Cure Lab Test Results Testing Lab: GFA Port St. Lucie (FDOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in2) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 10-1 7 . 10/05/16 1!6 4.04 12.82 30,730 2,400 5 22 U 10-2 28 10/26116 1/27 4.04 12.82 46,210 3,610 5 D4 U 10-3 28 10/26/16 1 /27 4.04 12.82 45,960 3,590 5 D4 U 10-4 56 11/23/16 1 /55 Test Age Average Strengths (psi): 7 Day - 2400, 28 Day - 3600 Break Remarks: _ _ Capping Methods 132: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. U: Unbonded Caps (ASTM C1231) XEWNrIn TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1111tilli%%%�pyD, �p �ss� E// F <�P STATEerbP.E. Al- lots Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. 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 {Gfi� Port St. Lucie FBPE CA # 4930 521 NW Enterprise Drive Port St. Lucie, FL 34986 Phone: 772-924-3575 Fax: 772-924-3580 Report Date: /2016 l Com ressive Strength of Concrete P 9 29550 Sample: 29550 Sample: Test Method: ASTM C 39 I 15 I /��J /y /� 1( 1 Client: Project: 1 l/ V 1 Harbour Ridge Property Owners Association, Inc. 15-0757.00 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Palm City, FL 34990 12600 Harbour Ridge Blvd. Palm City, FL Sample Details Set#: 10 Technician: Simpson, Glenn Batched: 09:31 EDT Specimen Size: 4" X 8" Cast By: Simpson, Glenn Sampled: 10:30 EDT Specimens In Set: 4 Date Cast: 09/28/16 Cast: 10:40 EDT Truck / Ticket #: 1576 / 272898 Sampled From: Chute Truck Empty: Contractor: Placement Method: Chute Placement Time: Location Placement Location: Sidewalk Location Details: North end Sample Location / Notes: NIA Batch Log _ Specifications Supplier: Titan Mix Design: Cag95r1a Strength: 3000 (psi) On -Site Admixtures: None Field Measurements Weather: Clear Slump (in): 7 (ASTM C 143) Plastic Unit Weight: Air Temperature (F): 88 Concrete Temp (F): 86 (ASTM C 1064) Air Content: Load Volume: 10 (yd3) Standard Cure Field Cure ' Lab Test Results Testing Lab: GFA Port St. Lucie (FOOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986 Specimen Number Test Age Days Test Date Fleld / Lab Cure Days Average Cylinder Diameter (In) Cylinder Area (In") Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 10-1 7 10105/16 116 4.04 12.82 30,730 2,400 5 D2 U 10-2 28 10/26/16 1 / 27 4.04 12.82 46,210 1.610 5 D4 U 10-3 28 10/26/16 1127 4.04 12.82 45,960 3,590 5 D4 U 10-4 56 11/23/16 1/55 Test Age Average Strengths (psi): 7 Day - 2400, 28 Day - 3600 Break Remarks Capping Methods 132: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. U: Unbonded Caps (ASTM C1231) Iggglll ! TYPE 1 TYPE 2 TYPE 3 T1PE 4 TYPE 6 TVPE 6 J`�� PyD VV Mp 0675 (t� * 10/281 11E T)t-eld V£liM e, BF. .:<l/ RECEII'=D DEC 0 ?.0,6 Prof eta �h�@t �o¢9s Atilt Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Page 1 of 1 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 seated and the signature must be verified on any electronic copies. Port St. Lucie FSPECA#493D 521 NW Enlemnse Drive Port St. Lucie, FL 34986 Phone: 772-92435751 Fax: 772-924-3580 Soil Nuclear Gauge client: Project: I S ( O1-1 Report Date: 8/30/2016 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 Proctor.ID Method Soil Classification Optimum Moisture N Maximum DryDensity (Pc In Place . Moisture. %) In Place Dry Density (pcf) Probe Depth In)., . Percent Compaction Min/Max Comp. % . Remark, 59 7/1/16 P-2 N/A 11.0 108.0 9.3 108.5 12' 100 98/ 105 ' Pass' 60 7/1/16 P-2 N/A .11.0 108.0 10.0 ', 108-.4 '12 100 98/ 105 Pass 61 7l7/16 P-2 - N/A. 11.0 108.0 8.5 106.3 - 12 98 951105 Pass 62 W7I16 P-2 'N/A 11.0 108.0 9.7 104.0.. 12 96 _ 95/105 _. Pass 63 717/16 P-2 N/A 11.0 108.0 - 9.9 104.8 12 97 95 / 105 Pass .. _ Testlnformation '. Test # Test Location Elevation.. Reference Gauge Make I Model I SN Field Technician 59 Backfill: Center of Pipe Run between D-14 and D-12 Top Lift Troxler 3430 29796 Hangen, Troy 60 Backfill: Center of Pipe Run between D-14 and D-13 - - - - Top Lift Troxler 3430 29796. Hangen, Troy 61 Backfill: Pipe Line Backfill on run D-14and D-15, Center 0-1 TroxlerT3430 36442 Hangen, Troy 62 Backfill: Pipe Line Backfill on Run D-12 and D-11, Center 0-1 Troxler T3430 36442 Hangen, Troy 63 Backfill: .Pipeline Backfill on Run D-10 and D-11, Center 0-1 Troxler T3430. 36442 ' Hangen, Troy. _•:' .Remarks" '- Comments' Pass: Tests results comply with specifications Tests am "DirectSransmission' (Whod'A) unless probe depth is noted as 'Backscafter°. 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 -1S11� �� Date: 115/2017 Corrpress�4nre Strength of Concrete ReportSample:26450 rTest Method: ASTM C 39 PonSt.� Lucie Client: RECj}dje�@9 IaN n R znsiz Port St. FBPE CA # 4930 Harbour Ridge Property Owners Association, Inc. 15-0757.00 521 NW Enterprise Drive 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Part St. Lucie, FL 34986 Palm City, FL 34990 12600 Harbour Ridge Blvd. Phone: 772-924-3575 SCANNED Palm City, FL Fax: 772-924-3580 BY .4f 1 , Sample Detai s Set#: 9 Technician: Client, Client Batched: Specimen Size: 4" X 8" Cast By: Client, Client Sampled: 00:00 EDT Specimens In Set: 4 Date Cast: 06129/16 Cast: 00:00 EDT Truck I Ticket #: Sampled From: Chute Truck Empty: Contractor: Placement Method: Placement Time: Location Placement Location: Tie Beam Location Details: Per Client - main building window sills Sample Location / Notes: N/A Batch Log Specifications On -Site Admixtures: None Strength: 4000(psi) Field Measurements Weather: Consistency: Slump Plastic Unit Weight: Air Temperature (F): Concrete Temp (F): Air Content: Load Volume: Standard Cure Field Cure Lab Test. Results Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in-) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 9-1 7 07106116 1/ 6 4.04 12.82 42,090 3,280 2 D2 U 9-2 28 07/27/16 1 /27 4.04 12.82 87,110 8,800 2 U 9-3 28 07/27/16 1 /27 4.04 12.82 88,880 6,930 3 U 9-4 56 H 08/24/16 1 / 55 Test Age Average Strengths (psi): 7 Day - 3280, 28 Day- 6860 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. 1 U: Unbonded Caps ASTM C1231 _ General Remarks Mix desi n SW588P10 XM0171rl TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. pC�P� �w �MO<,f" e,i /' K0 60675 'A W* LP-b F d� R ''r 10NAL rrrrrrnntt' 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 Compressive Strength of Concrete Report Date: 826MIS P 9 Teat Method: ASTM C 39 Sample: 26427 Part SL Lucie Client: Project: FBPE CA04930 Harbour "a Property Owners Association, Inc. 16-07S7.00 521 NW Enterprise Drive 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Port St. Luria, FL 34988 Palm City, FL 34990 12600 Harbour Ridge Blvd, Phone! 772-924.3575 Palm City, FL Fax: 772-924.3580 _� . • _ _ ..-_ _. • •_� - __ . �Sampla Details__ „- _� _ „ �= — _ Set A: a Technician: Marquan, Matthew Belched: 09:05 EDT Specimen Size: 4• X V Cast By: Merquen, Matthew Sampled: 10:08 EDT Specimens In Set: 4 Dab Cost* 0722116 Cast: 1020 EDT Truck I Ticket 9: 14141272047 Sampled From: Chute Truck Empty: Contractor: Placement Method: PUMP Placement Time: - -- --Tie Placement Location: Beam_ Location Details: Fitness Center, Tie Beams, North Elevation Sample Location/Notes: WA _ - - �.,Betch"Lc9,=. _ __-,...� � _ _ __ '171tan—" - _- �. SpesiRcaUom�_ _ •---- Suppller�m Mix Design: SW588P10 Strength: 4000 (psi) Plant: 627 OnSlts Admixtures: None _FletdMaasuromerdis�._.—__..=--- -----. _ Weather. Slump (In): 7 (ASTM C 143) Plastic Unit Weight: Alr Temperetum (F): Concrete Temp (F): 83 (ASTM C 1064) Air Content: Load Volume: 11 ,..Sta`ndafdCuro —_—._ ._. _-.-''----_.. _::._._-_-- ..-FleldCuro•:"-_:-�._._�--_ .____. Testing Lab: GFA Pon St. Lucie (FOOT 104020), 521 NW Enterprise Drive, Pon St. Lucia, FL, 34986 Specimen Teat Test Field/ Lab Avemgo Cylinder Cylinder Max Load Strength Fracture Break Capping Number Ago Days Date Cum Days Diameter in Area In the ei Type Remark Method 8-1 7 07/29/16 314 4.04 12.82 56,230 4.390 2 02 U 8-2 28 OB/19/16 3 / 25 4.02 12.69 79.260 6,250 5 04 U 8.3 28 08/19116 3125 4.02 12.69 77.430 6,100 5 D4 U 84 56 H 08/16118 3/53 Test Age Average Strengths (psQ: 7 Day - 4390, 28 Day - 6170 „El akRemarka._. ;—.-- ..__�-.---__:.:.- .CappingMatfrotl8: _ D2: The 7 day test result meets the required 70%. U: Unbonded Caps (ASTM C1231) I D4: The 28 d test results meets 28 d specified strength. EM9Rr1r1 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 r 0 '��i W. Molar, P.E. ,ONuntt��`'�� Semple Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Page 1 of 1 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 seated and the signature must be verified on any electronic copies. Compressive Strength of Concrete Report Data: 71 /2016 E Test Method: ASTM C 39 Semple:4481 C 'rNNN1�0�, Port St. Lucie Client: Project: FBPE CA # 4930 Harbour Ridge Property Owners Association, Inc. 5. 757. 0 521 NW Enterprise Drive 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Port St Lucie, FL 34986 Palm City, FL 34990 12600 Harbour Ridge Blvd. Phone: 772-924-3575 Palm City, FL Fax: 772-924-3580 Semple Detells Set #: 2 Technician: Baker, Jeff Specimen Size: 4' X 8' Cast By: Baker, Jeff Specimens In Set: 4 Date Cast: 06116116 Truck/Ticket#: 14211271499 Sampled From: Chute Contractor: Placement Method: Pum Batched: 05:50 EDT Sampled: 08:35 EDT Cast: 06:40 EDT Truck Empty: Placement Time: ..., .. . ' Locatloo - Placement Location: Slab on Grade Location Details: Fitness Center, Southwest Comer Sample Location / Notes: NIA 8etphLog. " ::::.:.::...:::.::'; SpedlfldatioD Supplier: Titan MIX Design: On -Site Admixtures: None Sw605R10 Strength: 3000(psi) ' Field Measurements ``.•`- - _ - .` " ° "' -- - Weather: Slump (In): 6-1/2 (ASTM C 143) Air Temperature (F): 82 Concrete Temp (F): 80 (ASTM C 1064) Plastic Unit Weight: Air Content: Load Volume: " �§tandaid Clife; ' :' "tF(eldtiure � .. - ",.LabTGot:Resulls ...-.' ....,., :: . Testing Lab: GFA Port St. Lurie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lurie, FL, 34986 Specimen Number Test Age Days Test Date Flat d/ Lob Cur: pas Average Cyllnder Diameter In Cylinder Area In' I Max Load Ibs(psi) Strength Fracture a Break Remark Capping Method 2-1 7 06123/16 1/ 6 4.04 12.82 69,910 6,450 2 D2 U 2-2 28 07/14H6 1127 2.3 28 07/14/16 1127 /27 2.4 56 H 08/11116 1 /55 Teat Age Average Strengths (psi): 7 Day - 6450 Break Reltlarks Cppping McE!}0ds 02: The 7 day test result meets the required 70°A. I U: Unbonded Caps ASTM C1231 RMORr1r] TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 6 TYPE G Sample Taken In Accordance with ASTM C172, and Cast Per ASTM C31. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 Compressive Strength of Concrete Report Date: 7/ 12016 Test Method: ASTM C 39 4484 Port St. Lucie Client: Project: FBPE CA # 4930 Harbour Ridge Property Owners Association, Inc. 15-0767.00 521 NW Enterprise Drive 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Port St. Lurie, FL 34986 Palm City, FL 34990 12600 Harbour Ridge Blvd. Phone: 772-924.3576 Palm City, FL Fax: 772-924.3580 - Sample Details set #: 3 Technician: Baker, Jeff Specimen Size: 4' X 8' Cost By: Baker, Jeff Specimens In Set: 4 Date Cast: 06/16/16 Truck/Ticket#: 1361/285840 Sampled From: Chute Contractor: Placement Method: Pum Batched: 06:30 EDT Sampled: 07:45 EDT Cast: 07:50 EDT Truck Empty: Place mant Time: Location ' ' . :. •..:.. ..-- • -. Placement Location: Slab on Grade Location Details: Fitness Center, East Side Sample Location/Notes: WA 'Batch Ldg Specifications Supplier: Tilan Mix Design: OnSllo Admixtures: Nona Sv605R10 Strength: 3000(psi) FIeldMeaeurementa.'�`i' Weather: Slump (In): 6.1/2 (ASTM C 143) Air Temperature (F): 82 Concrete Temp (F): 84 (ASTM C 1064) Plastic Unit Weight: Air Content: Load Volume: 11 yd' '-Standard Cuie '` ": " _ Field Cuie : - Lab Test Resuits':`-" - Testing Lab: GFA Port St. Lucie (FOOT 1D4020), 521 NW Enterprise Drive, Port St. Lurie, FL, 34986 Specimen Number Test Age Days Test Dale Flold / Lab Cure Days Averaga Cyllnder Dlameler In Cylinder Area In') Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 34 7 06/23/16 1/6 4.04 12.82 1 69,420 5,420 1 2 D2 U 3.2 1 28 1 07/14/16 1 1127 3-3 28 1 07/14/16 1 1 / 27 3-4 56 H 1 08f11/16 1 1 / 65 Teat Age Average Strengths (psl): 7 Da . 5420 -,,,,::=break Remarks .. •. ` ;...:r : :Ceppirig MIilhods ' 02: The 7 day test result meets the required 70%. U: Unbondad Caps ASTM C1231 9MON71 TYPE1 TYPE2 TYPE3 TYPE4 TYPE6 TYPE6 Sample Taken In Accordance with ASTM C172, and Cast Per ASTM C31. Test Reports shall not be reproduced, except In full, without the written approval of GFA International Inc. Page 1 of 1 0 El N Port St. Lucie POPE CA # 4930 521 NW Enterprise Drive Pod St. Lucie, FL 34986 Phone: 772-924-3575 Fox 772.924.3580 Compressive Strength of Concrete Report Date: 710016 Test Method: ASTM C 39 Sample: 24498 Client: Project: Harbour Ridge Property Owners Association, I= 15-0757.00 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Palm City, FL 34990 12600 Harbour Ridge Blvd. Palm City, FL Sample Details Set #: 4 Technician: Baker, Jeff Specimen Size: 4' X 8' Cast By: Baker, Jeff Specimens In Set: 4 Date Cast: 06/16116 Truck/Ticket#: 1462127JS05 Sampled From: Chute Contractor: Placement Method: Pump Batched: 07:56 EDT Sampled: 08:45 EDT Cast: 08:50 EDT Truck Empty: Placement Time: Location Placement Location: Slab on Grade Location Details: Fitness Center, West Side Sample Location I Notes: WA Batch Log Specifications Supplier; Titan Mix Design: On -Site Admixtures: None SW605RIO Strength: 3000 (psi) Fleld Measurements. Weather: Slump (in): 6.1/4 (ASTM C 143) Air Temperature (F): 84 Concrete Temp (F): 84 (ASTM C 1084) Plastic Unit Weight: Air Content: Load Volume: 11 d' Standard Cure " Field Cure" ' Lab'Test Results Testing Lab: GFA Pod St. Lucie (FDOT ID4020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder - Diameter In Cylinder Aree in') Max Load Ibs Strength all Fracture Type Break Remark Capping Method 4.1 7 05/23/16 1/6 4.04 12.82 65,380 6,100 2 D2 U 4-2 28 07/14/16 1/27 4-3 28 07l14/16 1127 4-0 56 H 08111/18 1155 Test Age Average Strengths (psl): 7 Day- 5100 "".- • -. " `` Break Remarks Capping Nla(hods ... D2: The 7 day lest result meals the required 70%. U: Unbonded Caps ASTM C1231 XMONrIn TYPE1 TYPE2 TYPE3 TYPE4 TYPE6 TYPE6 Sample Taken In Accordance lvith ASTM C172, and Cast Per ASTM C31. Test Reports shall not be reproduced, except In full, wilhout the wdlten approval of GFA Inlema0onal Inc. Page 1 of t M r Compressive Strength of Concrete Report Data: 7/572016 Test Method: ASTM C 39 Sample: 24508 y, '?4YY11�, Port St. Lucie Client: Project: FBPE CA N 4930 Harbour Ridge Property Owners Association, Inc. 15-0767.00 621 NW Enterprise Drive 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Port St. Lucie, FL 34986 Palm City, FL 34990 12600 Harbour Ridge Blvd. Phone: 772-924-3575 Palm City, FL Fax: 772-924.3580 Sample Details. Set N: 5 Techniclan: Baker, Jeff Specimen Size: 4' X 8' Cast By: Baker, Jeff Specimens In Set: 4 Data Cost: 06/16116 Truck/Ticket N: 13861271609 Sampled From: Chute Contractor: Placement Method: Pump Batched: 08:48 EDT Sampled: DRAB EDT Cast: 09:50 EDT Truck Empty: Placement Tlme: Location Placement Location: Slab on Grade Location Details: Fitness Center, Center Area Sample Location / Notes: N/A - Batch Log ' `7 " : :. 77 Spociflcatlons. Supplier: Titan Mix Design: OnSlto Admixtures: None Sw605R10 Strength: 3000 (psi) ' 'Field Measurements Z` " Weather: Slump (In): "14 (ASTM C 143) Air Temperature (F): 82 Concrete Temp (F): 80 (ASTM C 1064) Plastic Unit Weight: Air Content: Load Volume: 11 (d°) Standard Cure fie)d Cure .... _ . , . . .Lab Test Results Testing Lab: GFA Port St. Lucie (FOOT ID4020), 521 NW Enterprise Drive, Port $1. Lucie, FL, 34986 Specimen Number Test Age Do a Test Date Field/Lab Cure Des Average Cylinder Diameter In Cylinder Area In' Max Load pbs) Strength (pall Fracture Type Break Remark Capping Method 6-1 7 0112112 1/ 6 4.04 12.82 68,220 5,320 2 D2 U 5-2 28 07/14116 1 / 27 5-3 28 07/14116 1 / 27 5A 58 H 08/11/16 1/55 Teat Age Average Strengths (psi): 7 Day- 6320 <.;;�reak•Rematke' '�;;Ceppigg Methods ,..-: "= D2: The 7 daytest result meets"required 70%. U:Ihe Unbonded Ca ASTM C1231 KWNrin TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 0 Sample Taken In Accordance with ASTM C172, and Cast Per ASTM 031. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 r 0 G Compressive Strength of Concrete Report Dale: 7/5/2016 Sample: 24616 Test Method: ASTM C 39 Port St. Lucie Client: Project: FBPE CA 0 4930 Harbour Ridge Property Owners Assoclation, Inc. 15-0757.00 521 NW Enterprise Drive 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Port St. Lucie, FL 34986 Palm City, FL 34990 12600 Harbour Ridge Blvd. Phone: 772-924-3576 Palm City, FL Fax: 772-924-3580 SampliaDetalls Set N: 6 Technician: Baker, Jeff Specimen Size: 4• X 8" Cast By: Baker, Jeff Specimens In Set: 4 Date Cast: 081161le Truck /Ticket #: 14431271511 Sampled From: Chute Contractor: Placement Method: Pump Batched: 09:50 EDT Sampled: 10:35 EDT Cast: 10:45 EDT Truck Empty: Placement Tlme: Locallion Placement Location: Slab on Grade Location Details: Fitness Center, North Side Sample Location] Notes:. WA Batch Log Spec lNcations Supplier. Titan Mix Design: Plant: 627 On -Site Admixtures: None Sw605R10 Strength: 3000 (psi) •..:... - ... _ ..:Field Measurements :.... ,,.. . Weather: Slump (In): 6-1/4 (ASTM C 143) Air Temperature (F): 86 Concrete Temp (F): 82 (ASTM C 1064) Plastic Unit Weight: Air Content: Load Volume: 11 (yd' Standard Cure Field Cure. . ...:';LabTeat Results '"...• ...:.,. ....,., ... Testing Lab: GFA Port St. Lucie (FOOT I04020), 521 NW Enterprise Drive, Port St. Lurie, FL, 34986 Specimen Numbet5678HYa Test Test Date Field / Lab Cure Da s Average Cylinder Diameter In I Cylinder Area In I Max Load Ibs Strength (Pat) Fracture a Break Remark Capping Method 6.108/23/16 116 4.04 12.82 69.170 5,400 2 D2 U 6-207/14/16 1127 6-307/14/16 1127 6.4 08/11/18 1165 Test Age Avemge Strengths (Pat): 7 Day - 5400 •...;..,. .greak RemarksMethods.'... D2: The 7 de test result meets there aired 70°h. U: Unbonded Caps ASTM C1231 Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Test Reports shall not be reproduced, except in full, without the written approval of GFA Intematlonal Inc. Page 1 of 1 - (Slfa�loLf -..impressive Strength of Conoircte Report Date: 8/1212016 Sample: 26427 Test Method: ASTM C 39 / {� ?AN"TOP Port St. Lucie Client: Project: FBPE CA # 4930 Harbour Ridge Property Owners Association, Inc. 15-0757.00 521 NW Enterprise Drive 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center Port St. Lucie, FL 34986 Palm City, FL 34990 12600 Harbour Ridge Blvd. Phone: 772-924-3575 Palm City, FL Fax: 772-924-3580 _ Sample Details Set #: 8 Technician: Marquart, Matthew Batched: 09:05 EDT Specimen Size: 4" X 8" Cast By: Marquart, Matthew Sampled: 10:08 EDT Specimens In Set: 4 Date Cast: 07/22/16 Cast: 10:20 EDT Truck I Ticket #: 1414 / 272047 Sampled From: Chute Truck Empty: Contractor: Placement Method: Pump Placement Tlme: Location Placement Location: Tie Beam Location Details: Fitness Center, Tie Beams, North Elevation ) Sample Location / Notes: N/A v Batch Log Specifications Supplier: Titan Mix Design: SW5B8P10 Strength: 4000 (psi) Plant: 627 On -Site Admixtures: None Field'Measurements Weather: Slump (in): 7 (ASTM C 143) Plastic Unit Weight: Air Temperature (F): Concrete Temp (F): 83 (ASTM C 1064) Air Content: Load Volume: 11 (yd3) Standard Cure FieldCure Lab Test Results Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986 Specimen Number Test Age Days I Test I Date I Field / Lab I Cure Days Average Cylinder Diameter (in) Cylinder Area 00 Max Load fibs Strength (psi Fracture Type Break Remark Capping Method 8-1 7 07/29/16 314 1 4.04 12.82 56,230 4,390 2 D2 U 8-2 28 08/19/16 3 / 25 8-3 28 08/19/16 3 / 25 8-4 56 H 09/16/16 3 / 53 Test Age Average Strengths (psi): 7 Day - 4390 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. 1 U: Unbonded Caps ASTM C1231 RmwNrin TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPES TYPES Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. 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