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Home My WebLink AboutGFA REPORT521 NW Enterprise Drive • Port St. Lucie, I 34986 (772) 924-3575 • (772) 924-3560 (fax) BY St. Lucie Countt CONCRETE COMPRESSION STRENGTH REPORT Project ID: 16-0036.00 Report ID: 5348-I Permit No: Project Name: Commercial Contracting Division, Inc. - Various Projects Project Address: Client Name: ICommercial Contracting Division, Inc. Placement Location: FPL Security Training Building, 6501 South Ocean Drive, Jensen Beach - Slab on Grade, South End No of Samples Cast: ® Date: 1/19/2016 Time: 7:20 AM Cast by GFA: Yes Contractor: FMosley Water Added (Gal): 0 Ad Mixture: N/A Truck No: 25324 Supplier: Cemex Ticket No: 34154714 Batch Time: 6:37AM Field Tech: Ken Thomas Load Size (CY): 10.5 Air Temp (OF): 46 Total Yards: 130 Mix Temp (OF): 63 Mix Designation: 1176610 Air Content (%): N/A Mix Type: Regular Unit Weight (PCF): N/A Slump (in): 5.5 Specimen Size (in): 4 x 8 Mix Strength (psi): 4000 at 28 Days Field ID: KT-1 LAB RESULTS Age In Days 07 28 28 56 Date Tested 1/26/2016 2/16/2016 2/16/2016 3/15/2016 Total Load (lbs): 53,270 59,620 61,310 Cross Sectional Area (Sq in): 12.88 12.82 12.88 Computed Strength (PSI): 4,140 4,650 4,760 L T Fracture Type 2 2 z APR 0 RT.n Remarks Test Method ASTM : C 311 C 391 C 143 1 C 172 1 C 173 1 C 1064 Fracture Type TYpeI T"p 2 T"O TWO T"p 5 TWO Donald W Test report shall not be reproduced, except in full, without the written approval of GFA International Environmental • Geotechnical • Construction Materials Testing • Special and Threshold I Florida's Leading Engineering Source www.teamgfa.com 521 NW Enterprise Drive • Port St. Lucie, C':_::Sa 34986 (772) 924-3575 • (772) 924-3580 (fax) CONCRETE COMPRESSION STRENGTH REPORT Project ID: 16-0036.00 Report ID: 5348-2 Permit No: Project Name: Commercial Contracting Division, Inc. - Various Projects Project Address: Client Name: I Commercial Contracting Division, Inc. Placement Location: No of Samples Cast: Contractor: Ad Mixture: Supplier: Batch Time: Load Size (CY): Total Yards: Mix Designation: Mix Type: Slump (in): Mix Strength (psi): FPL Security Training Building, 6501 South Ocean Drive, Jensen Beach - Slab on Grade, East End ® Date: 1/19/2016 Mosley N/A Cemex 10.5 130 1176610 Regular 5 4000 at 28 Days Age In Days Date Tested Total Load (lbs): Cross Sectional Area (Sq in): Computed Strength (PSI): Fracture Type Remarks Time: 8:99AM Cast by GFA: Yes Water Added (Gal): 0 Truck No: 22607 Ticket No: 34155030 Field Tech: Ken Thomas Air Temp (OF): 71 Mix Temp (OF): 52 Air Content (%): N/A Unit Weight (PCF): N/A Specimen Size (in): 4x 8 Field ID: KT-2 LAB RESULTS 07 1 28 1 28 1 56 1/26/2016 2/16/2016 2/16/2016 1 3/15/2016 46,670 57,320 56,110 12.88 12.76 12.82 3,620 4,490 4,380 3 2 3 Test Method ASTM : C 31 1 C 391 C 143 1 C 172 1 C 173 1 C 1064 Fracture Type Type T"e2 Type3 Type Type5 Test report shall not be reproduced, except in full, without the written approval of GFA Donald Vb. Moler, P.F, Progjr lal�§rfgineft ott§p `�t�te of Florii-ds.: .4 ; Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspe-645 t6'sylh Florida's Leading Engineering Source ,,�/�/tl NA www.teamgfa.com 521 NW Enterprise Drive • Port St. Lucie, .._.: a 34986 (772) 924-3575 • (772) 924-3580 (fax) CONCRETE COMPRESSION STRENGTH REPORT Project ID: 16-0036.00 Report ID: 5348-3 . Permit No: Project Name: Commercial Contracting Division, Inc. - Various Projects Project Address: Client Name: Commercial Contracting Division, Inc. Placement Location: No of Samples Cast: Contractor: Ad Mixture: Supplier: Batch Time: Load Size (CY): Total Yards: Mix Designation: Mix Type: Slump (in): Mix Strength (psi): FPL Security Training Building, 6501 South Ocean Drive, Jensen Beach - Slab on Grade, Center ® Date: 1/19/2016 Mosley N/A Cemex 10.5 130 1176610 Regular 6 4000 atF-28-1 Days Age In Days Date Tested Total Load (lbs): Cross Sectional Area (Sq in): Computed Strength (PSI): Fracture Type Remarks: Time: 9.19 AM Cast by GFA: Yes Water Added (Gal): 0 Truck No: 26399 Ticket No: Field Tech: Ken Thomas Air Temp (°F): 52 Mix Temp ff): 66 Air Content (%): N/A Unit Weight (PCF): N/A Specimen Size (in): 4x 8 Field ID: KT-3 1W-114 7 &VI11& 07 1 28 1 28 1 56 1/26/2016 2/16/2016 2/16/2016 1 3/15/2016 48,930 56,240 58,090 12.88 12.82 12.88 3,800 4,390 4,510 3 2 2 Test Method ASTM : C 31 1 C 39 1 C 143 1 C 172 1 C 173 1 C 1064 111 Fracture Type ��,LD cW % I ter FB Type Type2 Type) Type Types Typl�"D 60675 Test report shall not be reproduced, except in full, without the written approval of GFA Materials Testing . Special and Threshold Inspect1V1!q'PPdM Florida's Leading Engineering Source www.teamgfa.com W, BL BETSY UNDSAY, INC. LB UCENSED BUSINESS NO, NUMBER RILE. PROFESSONAL LAND SURVEYOR PT. POINT TRAY, TRAVERSE ETTEMPORARYIRON BENCHMARK 5mR 21.x3 SET i'TRAV. ROD k CAP 'IRON. PT. IH 6852 20.72 GATE F]iYATION=21D.72']2' 211, 03 6' CHAIN CONCRETE UNK FENCE CONCRETE WALK TRANSFORMER 1 STORY WOOD BUILDINGY ELECTRIC BERV1— BUILDING OVERHANG.�1 ELECTRIC PANEL 20.19 OV\ o ry" 2C 'ORARY BENCHMARK AG NAIL 9 WASHER L a, 2( TRAV. PT, LB 6852 20.53 ELEVATION=20.59' 205 ��` Z2, xt1 2095 I"RX hW oil .0 2031 k x . 2Dal x19.6] II CONCRETE 19.91 PATCH ) ,r•, q %19.08 19. 2 20.16 x10.44 20.34/ 19.69 20.3N MELD LOCATED 19,g1 POINT WITHxf9.72 ELEVATION lfl.fl2 (TYPICAL) X 1952 x19.97 ASPHALT Sf� PAVEMENT %10.)9 %17.05 X19.53 AEI ice, '7� I�t' ■� x 17.83 SURVEYORS NOIFS Ei 1. BEARINGS AS SHOWN HEREON ARE BASED ON STATE PLANE COORDINATES. U.S. z tf SURVEY FEET, NORTH AMERICAN DATUM OF 1983/2007 AD,NSTED (N.AD. 83/07), FLORIDA EAST ZONE REFERENCE A BEARING OF N47'43'16'E ALONG A UNEBETWEEN SS$ THE NO ONSITE TEMPORARY BENCHMARKS. d 2. ELEVATIONS AS SHOWN HEREON REFERENCE ENE NORTH AMERICAN VERTICAL In DATUM OF 1988 (N.A.V.O. 08), REFERENCE USCB BENCH NARKS 'Y-307' (1970). Gi ELEVATION = 2.15 FEET, AND 'A-30B', ELEVATION = 1.68FEET. ,z 3. THIS SURVEY IS BASED ON A CLOSED GEOMETRIC FlGURE EXCEEDING A C HORIZONTAL CLOSURE OF 1:10,000. 4. THERE WAS NO ATTEMPT TO LOCATE ANY SUBSURFACE FWNDA71ONS GIG S. NO UNDERGROUND UTIUTIES WERE LOCATED OR SHOWN HEREON. .THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED L93 SEAL OF A FLORIDA UCENSED SURVEYOR.(7(. THIS SURVEY WAS DONE IN THE FED UTIUZING GLOBAL POSITIONING SYSTEM TIME DISTANCES tlVEN ARE GRID an w aISTANC STM E SCALEFACTOR ISC1(000N9207, B. THIS IS NOT A BOUNDARY SURVEY. x 18.74 S CERAfICA7F HEREBY CERTIFY THAT THE RECORD SURWr AS SHOWN HEREON IS A AND CORRECTREPRESENTATION ARUE ADEUN ON OCTOBER 6, A FlEU1 SURVEY MADE UNDER ORETO AND CHOF E CU T M BEST OF MY KNOWIDGE AND 2ELI AND SAD RECORD SURVEY IS TRUE ANO ACCURATE TO 1THED 17 IS MIRTHER THAT NIS 'RECORD SURVEY' CO WTH THE of /X17.16-.SURD x 17.45 PRACTICE FOR RECORD SEF. RVEY SET FORTH BY THE FLORI BOARD OF PROFS SIONMPILES ALoARDS 6' CSURVEYORS AND MAPPERS IN CHAPTER 5 17, FURIDA ADMINISTRATIVE CODE PURSUANT TO UNK PSECTION 472.027, FLORIDA STATUTESBETSY UNDSAY, INC. 1588SURVEYING AND MAPPING EUZABETH A. LNDSAY, RLS. NOT VAUD WTHWT THE SGNATURE FLORIDA REGISTRATION NO. 4724 AND ORIGINAL RAISED SEAL OF A- FLORIDA UCENSED. SURVEYOR AND MAPPER mc� 2 C2 1 U Z