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Home My WebLink AboutMISCTri-Cu.tyRedyMix Eatc. Ready Mix North/Central Ready Mix West Coast Ready Mix 2500 S.W. 2nd Ave. 801 U.S. Highway One 3928 South Nova Road Ft. Lauderdale, FL 33315 North Print Beach, FL 33408 Part Oroange, FL 32127 515 Gene Green Rd. Nokomis, FL 34275 Phone: (954) 761-1944 Phone: (561) 904-1007 Phone: (386) 763-5940 Pl,..c: (941) 412-1260 CONCRETE Fax: (954) 760-5925 Fax: (561) 904-7024 Fax: (386) 763-5969 Fax: (941) 412-1609 Materials fai We Date Issued 50/2019 Submittal No. 25679 Contractor: RF Concrete Construction PO Box 650789 SCANNED BY Vero Beach Florida St. Lucie County 32965 Project: Treasure Coast international Airport Dear SidMadam: We are submitting the following concrete mix design(s) for approval of use for the above referenced project: Mix Code Number Description Intended Use SW6951130 SPEC W/C 0.50 #57 SW6951132 SPEC W/C 0.50 #57 HRWR THE MIX CODE NUMBER MUST BE USED WHEN ORDERING CONCRETE. The proposed mixes have been proportioned in accordance with the applicable sections of ACI 211, and the concrete section of your specifications and/or your request. The proposed mix design(s) will meet the stated strengths, when test specimens are made, cured and tested in accordance with current ASTM standards, and evaluated per ACI recommended standards and practices. It is TITAN Concrete's policy to statistically analyze strength tests as a measure of Quality Assurance. As required per ASTM C 94-00# Sec. 4.6. please instruct the testing laboratory for this project to include TITAN Concrete on their distribution list at testLeports(dtitanamerica.com for all strength test reports for this project. X NO EXCEPTION TAKEN —MAKE CORRECTIONS NOTED —SUBMIT SPECIFIED ITEMS — REVISE & RESUBMIT —REJECTED _UNREVIEWED. FOR RE(50RD PURPOSES ONLY Checking Is only for general conformance with the design concept of the pmJect and general compliance with the Information given in the contract documents. Any action shown Is subject to the requirements of the plans and specifications. Contractor is responsible for dimensions which shall be confiffned and correlated at the job site; fabrication pmcesses and techniques of ronstruction: coordination of his work and that of all other trades and the satisfactory performance of his work. AVCON, INC. By: LDV Date: 6-13-19 Danielle Rexroad Concrete Quality Technical Support Representative 1992 - 2019 Quadrel, Inc. Pagel Quadrel IService SM V ElTri-Comity Ready Mix 2500 S.W. 2nd Ara. T I TAN Fr. Lauderdale, FL 33315 CONCREYE Phone: (954) 761-1944 Materials for Life Fax: (954) 760-5925 1311a�t,ant Ready Mi. 801 U.S. Highway One North Palm Beach, FL 33409 Phone: (561) 904-7007 Fax: (561) 904-7024 Submittal No. 25679 Dataissued: 5[7/2019 Customer: RF Concrete Construction Project: Treasure Coast International Airport Usage [INaablContrul Ready Mix 3928 South Nov. Road PmtO.nge.FL 32127 Phone: (386) 763-5940 Fax: (386) 763-5969 I1W.l, C..�_.'.dy MI, 425 Cmumcial Q., Suite B3 Venice. FL 34292 Phone: (941) 486-2220 Fax: (941) 486-2222 Mix Code: SW69SR30 Mix Code must be used when ordering concrete. SPEC W/C 0.50 #57 Material ASTM Spec. Gravity Volume (OZICY) Weight (Holcy) Cement Type IL C-595 3.16 600 #57 C-33 2.38 1,600 Manufactured Sand C-33 2.55 1,246 Water C-94 1.00 36.0 gal/cy 300 Type A & D Water Reducer C-494 1.00 30 Air Entrainer C-260 1.00 2 FS'ecfied Fc.* 4000 psi @ 28 days Speet tied Slump: 4.00 to 6.00 ri Jr. SpeciedA 1.50 To 4.50 % Designed WIG + P Ratio: 0.50 TOTAL Designed Volume: 27.00 cu.ft. Designed Unit Weight: 138.7 lbs./cu.ft. 3,746 NOTES: TITAN Concrete has no knowledge or authority regarding where this mix is to be placed: therefore, it is the responsibility of the project architect, engineer, and/or contractor to ensure that,the above designed mix parameters of compressive strength, water-to-rement ratio, cement content, and air content are appropriate for the anticipated environmental conditions (i.e. ACI-31 8, and local Building Codes); and that acceptance testing Is conducted In accordance to all applicable ASTM test procedures by a facility evaluated by and accredited by industry agencies for proper lab protocol and that test results are evaluated by ACI standards. Chemical admixtures are added in accordance with the manufacturer's recommendations. TITAN Concrete reserves the right to adjust these dosages to meet the changes In jobsite demands. TITAN Concrete also reserves the right to adjust cementitious contents In accordance to ACI 318. The minimum requirements for testing of ready mixed concrete at the project site are established In ACI 311.6 Specification for Ready Mixed Concrete Testing Services when acceptance of concrete as delivered to the site Is based on specific field -measured properties and laboratory -measured compressive strength. TITAN Concrete requests to be included on the distribution list for test data. TITAN Concrete reserves the right to substitute material sources that meet the same specification requirements and exhibit substantially equivalent performance. Unless indicated otherwise, Titan may use either Type 1111 or Type IL cement in this mix. X NO EXCEPTION TAKEN —MAKE CORRECTIONS NOTED --SUBMIT SPECIFIED ITEMS —REVISE & RESUBMIT —REJECTED __UNREVIEWED. FOR RECORD PURPOSES ONLY COMMENTS: Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown Is subject to the requirements of the plans and specifications. Contractor Is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work and that of all other trades and the satisfactory perfornianoe of his work. AVCON, INC. By: LDV Date: 6-13-19 1992 � 2019 Quadrel, Inc. Page2 Quadrat iService SM Date: 5/7/2019 Mix Name: SW695R30 9000 6000 7000 Saco 5000 4000 3000 �nnn 0000 7000 6000 5000 4110 3 go 000 2000 180 209 3130 400 500 600 700 MMMMIMM mmmmmm MMMIM-100=110mi WNIMMMMM Maturity Hours T I TA N CONCRIETIE Materials for Life' Units: US ;I M FAIOEM M MMM M 4590 5000 5500 6000 6500 7000 7500 6000 0500 STRENGTH SUMMARY, Compression Strengths No. Of Avg 28 Std Tests Day Dev ---------------------------- 30 6520 560 DETAILED STRENGTH, Compression Either 4n x 811 Or 6" x 12-1 Batch Test Strengths Number Number 28 Day ---------------------------------- 160663380 1642115 5920 160663415 1649115 6000 160663415 1649215 6180 160663416 1649315 6370 160663416 1649415 6750 160663417 1649515 6700 160663417 1649615 6510 160663418 1649715 7400 160663419 1649815 7030 160663420 1649915 6760 160663439 1654715 7620 160663440 1654815 7930 160663440 PN21015 6380 160663440 1654915 7030 160663441 PN21115 6860 160663442 1655115 6380 160663441 1655015-01 6650 162103998 D01016 5750 162103998 D00816 5750 160116094 P000416 7110 160116094 P000316 7120 PSI 95% of tests lie above cross -hatched area Either 4" x 811 Or 61' x 12" 1992 - 2019 Quadrel, Inc. Page3 Quadrat iService SM DETAILED STRENGTH, Compression Either 4'- x 811 Or 611 x 1211 Batch Test Strengths Number Number 28 Day ---------------------------------- 162104148 D03716 5590 162104147 D03616 5970 160116355 P001516 6630 160116356 P001616 6900 162106304 D09017 6000 160118437 P0065 5830 160227974 FL10218 5990 160227971 FL10118 5850 160228370 FL17218 6670 1992 - 2019 Quadml, Inc. Page4 Quadrel lService SM ElTri-County Ready Mix 11amPlema Ready Mix ,;�-05-TITAN 2500 S.W. 2nd Ave. 801 U.S. Highway One Ft. r—ralcmial" FL 33315 Nonh Palm Beach, FL 33408 t7 CONCR12VA: Phone: (954) 761-1944 Phone: (561) 904.707 Materials for Life' Fax: (954) 760-5925 Fax: (561) 904-7024 Submittal No. 25679 Date Issued: 5/7/2019 Customer: RF Concrete Construction Project: Treasure Coast International Airport Usage ClMordlicentral Ready Mix 3928 S.uda Nava Road Pon Orange. FL 32127 Phone: (386) 763-5940 F.: (386) 763-5969 OWest CL��,k�Ay Mix 425 6mmicicial CE., Suite B3 Venice, FL 34292 Phone: (941) 486-2220 Fax: (941) 486-2222 Mix Code: SW6951132 Mix Code must be used when ordering concrete. SPEC WIC 0.50 #57 HRWR Material ASTM Spec. Gravity Volume (oz/cy) Weight (lb/cy) Cement Type IL C-595 3.15 630 # 57 C-33 2.38 1,630 Manufactured Sand C-33 2.55 1,291 Wale�_ C-94 1.00 32.0 gal/cy 267 ype B Retarder C-494 1.00 19 Type F High Range Water Reducer C-494 1.00 20 Air Entrainer C-260 1.00 1 Specified Fc: 4000 psi @ 28 days Specified Slump: 6.50 to 9.50 " Specified Air: 1.50 To 4.50 % Designed W/C + P Ratio: 0.50 TOTAL Designed Volume: 27.00 cu.ft. Designed Unit Weight: 137.7 lbs./cu.ft. 3,718 NOTES: TITAN Concrete has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and/or contractor to ensure that the above designed mix parameters of compressive strength, water -to -cement ratio, cement content, and air content are appropriate for the anticipated environmental conditions (i.e. ACI-318, and local Building Codes); and that acceptance testing is conducted In accordance to all applicable ASTM test procedures by a facility evaluated by and accredited by industry agencies for proper lab protocol and that test results are evaluated by ACI standards. Chemical admixtures are added in accordance with the manufacturer's recommendations. TITAN Concrete reserves the right to adjust these dosages to meet the changes In jobsite demands. TITAN Concrete also reserves the right to adjust cementitious contents in accordance to ACI 318. The minimum requirements for testing of ready mixed concrete at the project site are established in ACI 311.6 Specification for Ready Mixed Concrete Testing Services when acceptance of concrete as delivered to the site Is based on specific field -measured properties and laboratory -measured compressive strength. TITAN Concrete requests to be Included on the distribution list for test data. TITAN Concrete reserves the right to substitute material sources that meet the same specification requirements and exhibit substantially equivalent performance. Unless indicated otherwise, Titan may use either Type 1/11 or Type IL cement in this mix. X NO EXCEPTION TAKEN _MAKE CORRECTIONS NOTED __SUBMIT SPECIFIED ITEMS —REVISE & RESUBMIT —REJECTED —UNREVIEWED. FOR RECORD PURPOSES ONLY COMMENTS: Checking Is only for general conformance with the design concept of the project and general compliance with the information given In the contract documents. Any action shown Is subject to the requirements of the plans and specifications. Contractor Is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his wall( and that of all other trades and the satisfactory performance of his work. AVCON, INC. 1992 - 2019 Quadrel, Inc. Page5 By: LDV Date: 6-13-19____ SM Date: 5/7/2019 ��TITAN Materills for Life' k Mix Name: SW695R32 Units: US it 7nnn 6500 GOOO 5500 5000 4500 4000 3500 100 200 300 400 500 600 Maturity Hours Strengths No. Of Avg 28 Std Tests Day Dev --------------------- 19 5590 650 D.UU 0 5.00 0 4.00 0 3.00 U 0 ZOO.. 0 1.100 0 000 MEMIMPINIMP no MEN 0 No 12, INN/ ME 111 M 001 4 N to 700 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 PSI 95% of tests lie above cross -hatched area STRENGTH SUMMARY, Compression Either 4" x 811 Or 611 x 1211 DETAILED STRENGTH, Compression Either 4" x V or V 1 12" Batch Test Strengths Number ---------------------------------- Number 28 Day 786527 EL-234 6510 786533 EL-235 6580 786538 EL-236 6620 786546 EL-237 6580 786550 EL-238 6590 786554 EL-239 6560 523397 E523397 4890 510093 E510093 5470 595713 E595713 5540 511055 E510055 5680 538803 E538803 5120 5')3308 E573308 5130 511883 E511883 5720 560082 E560082 5540 590673 E590673 4620 590883 E590883 5460 169090943 M81142A 4590 169090943 M811#3 4550 169090942 M811#1 4560 1992 - 2019 Quadnel, Inc. Page6 Quadrel iService SM t�;YFVLN' Tdan Florida Cement and Aggregates Quality Control Department 11000 NW 121st Way Medley, FL33176 +1 (305) 364-2200 mm.fitaramallea,mm PRODUCT: . . .. . ......... ...... . ............. .. ...... __ PORTLAND-LIMESTONE CEMENT STANDARD(S) . ........ . ... . .... . ..... ASTMC595/CS95M-18 MANUFACTURINGFACIUITY ........... ...... PENNSUCO (MEDLEY, FL- USA) Type .......................... IL (14) Date--_....__ March 11, 2019 PmdM;fiwDaw._..... 2101119toW28119 STANDARD REQUIREMENTS Item ASTM units Limit Specification Results for Period % max 15 CaCO3IrPhrGstwe(%) C114 % min 70 84 I day CUIRIC109M psi — 2356 3 days 01091clogm PSI min 1890 4142 7 days CloilIC109M 01 min 2900 5282 (')28 days C1091CIORM ps! min 3620 6759 "Densny C188 gears — 3.17 Hut of Hydrittion 0 days) C1702 Cava 63 Timealmut,g(mbules) fruits] VIca[ C191 minutes min L Vul Ci9i boom ma 7 108 NOTES: TNs product and the sinker used In Its producion were manufactured in the United States of America. The amount of Rmestme In the (mlsh cement WH not wry by MGM than +1-2.5mess %of the finished cament. C1702 testing i-ms performed by CTL Group, quadlified vandor to perform thls heOng (AASHTO RIB accre6led andiAS17025amdited) This "duct aim mats, the requirenrunds of ASTM C1157 Type GU and Type MS. 'Value reported far Compressive Strength for 28 days corresponds to the previous mongily period. '*Tesl result represents Do maualoof the prefts 12 rnwft Cynthia Jimenez QC Manager Form Rev. I I May 2018 Tri.CoumtyRcadyMix 0 Eastern Rudy Mix NmihlCamml Ready Mix West Coast Rcody Mi:__ 2500 S.W. 2nd Ave. 801 U.S. Highway One 3928 Saudi Noa Road 515 Gene Green Rd. TITAN Ft. Lauderdale, PL 33315 Noah Pahn Beach, FL 33403 PorlOmgc.FL 32127 Nokomis, FL 34275 Phone: (954) 761-1944 Phone: (561) 904-7007 Phone: (386) 763-5940 Phone: (941) 412-1260 CONCEZETE Fax: (954)760-5925 Fax: (561) 904-7024 Fax: (386) 763-5969 Fax: (941) 412-1609 Materials lot Life' Date Issued 5/7/2019 Submittal No. 25679 Contractor: RF Concrete Construction PO Box 650789 Vero Beach Florida 32965 Project: Treasure Coast International Airport Dear Sir/Madam: We are submitting the following concrete mix design(s) for approval of use for the above. referenced project: Mix Code Number Description Intended Use SW695R30 SPEC WIC 0.50 #57 SW695R32 SPEC W/C 0.50 #57 HRWR THE NHX CODE NUMBER MUST BE USED WHEN ORDERING CONCRETE. The proposed mixes have been proportioned in accordance with the applicable sections of ACI 211, and the concrete section of your specifications and/or your request. The proposed mix design(s) will meet the stated strengths, when test specimens are made, cured and tested in accordance with current ASTM standards, and evaluated per ACI recommended standards and practices. It is TITAN Concrete's policy to statistically analyze strength tests as a measure of Quality Assurance. As required per ASTM C 94-00: See. 4.6,please instruct the testing laboratory for this project to include TITAN Concrete on their distribution list at testreports(0)titanamerica.com for all strength test reports for this projecL X NO EXCEPTION TAKEN MAKE CORRECTIONS NOTED —SUBMIT SPECIFIED ITEMS —REVISE & RESUBMIT —REJECTED _UNREVIEWED. FOR RECORD PURPOSES ONLY Checking Is only for general conformance with the design concept of the project and general compliance with the information given In the contract documents. Any action shown Is subject to the requirements of the plans and specifications. Contractor Is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work and that of all other trades and the satisfactory performhanoo of his work. AVCON, INC. By: LDV Date: 6-13-19 Danielle Rexroad Concrete Quality Technical Support Representative 1992-2019 Qundrel, Inc. Pagel Quadrat iService SM TITAN Materials for Life* Submittal No. 25679 Date Issued: 51712019 IlTri-County Ready Mix 2500 S.W. 2nd Ave. Ft. Lauderdale, FL 33315 Phone: (954) 761-1944 Fax: (954) 760-5925 LEastern Ready Mix 801 U.S, Highway One North Pahn Beach. FL 33409 Phone: (561) 904-7007 Fax: (561) 904-7024 Customer: RF Concrete Construction Project: Treasure Coast International Airport Usage 114ordWCentral Ready Mix 3928 South N.V. Read Pon Onage. PL 32127 Phone: (386) 763-5940 Fax: (386) 763-5969 OWest umast Ready Mix 425 commercial Ct., Suite B3 Venice, FL 34292 Phone: (941) 486-2220 Fax: (941)486-2Z23 Mix Code: SW695R30 Mix Code must be used when ordering concrete. SPEC WIC 0.50 #57 Material ASTM Spec. Gravity Volume (OZICY) Weight (Ibky) Cement Type IL C-595 3.15 .600 #57 C-33 2.38 1,600 Manufactured Sand C-33 2.55 1,246 Water C-94 1.00 36.0 gal/cy 300 Type A & D Water Reducer C-494 1.00 30 Air Entrainer C-260 1.00 2 4000 psi @ 28 days p: 4.00 to 6.00 " 1.50 To 4.50 % Designed WIC + P Ratio: 0.50 TOTAL Designed Volume: 27.00 cu.ft. Designed Unit Weight: 138.7 lbs.ku.ft. 3,746 NOTES: TITAN Concrete has no knowledge or authority regarding where this mix Is to be placed; therefore, it Is the responsibility of the project architect, engineer, and/or contractor to ensure that the above designed mix parameters of compressive strength, water -to -cement ratio, cement content, and air content are appropriate for the anticipated environmental conditions (i.e. ACI-31 6, and local Bullding Codes); and that acceptance testing is conducted in accordance to all applicable ASTM test procedures by a facility evaluated by and accredited by industry agencies for proper lab protocol and that test results are evaluated by ACI standards. Chemical admixtures are added in accordance with the manufacturer's recommendations. TITAN Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. TITAN Concrete also reserves the right to adjust cementitious contents In accordance to ACI 318. The minimum requirements for testing of ready mixed concrete at the project site are established in ACI 311.6 Specification for Ready Mixed Concrete Testing Services when acceptance of concrete as delivered to the site Is based on specific field -measured properties and laboratory -measured compressive strength. TITAN Concrete requests to be included on the distribution list for test data. TITAN Concrete reserves the right to substitute material sources that meet the same specification requirements and exhibit substantially equivalent performance. Unless indicated otherwise, Titan may use either Type 1/11 or Type IL cement in this mix. X NO EXCEPTION TAKEN —MAKE CORRECTIONS NOTED — SUBMIT SPECIFIED ITEMS __.�REVISE & RESUBMIT —REJECTED —UNREVIEWED. FOR RECORD PURPOSES ONLY COMMENTS: Checldng Is only for general conformance with the design concept of the project and general compliance with the Information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor Is responsible for dimensions which shail be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work and that of all other trades and the satisfactory performance of his work. AVCON, INC. By'. LOV Date: 6-13-19 1992-2019 Quadrel, Inc. Page2 Quadrel IService am Date: 5/7/2019 Mix Name: SW69SR30 S000 6000 7000 6000 5000 4000 3000 innn NAM 100 200 300 400 500 Maturity Hours Strengths No. Of Avg 28 Std Tests Day Dev --------------------- 30 6520 560 4��TITAN FIE CONCRISE Materials (or Life' Units: US Soo - 700 . 4500 5000 5500 60 00 6500 7000 7500 8000 8500 PSI 95% of tests lie above cress -hatched area I STRENGTH SUMMARY, Compression Either 4" x 61, Or V x 12" DETAILED STRENGTH, Compression Either 41' x 811 or V x 12" Batch Test Strengths Number Number 28 Day ---------------------------------- 160663380 1642115 5920 160663415 1649115 6000 160663415 1649215 6180 160663416 1649315 6370 160663416 1649415 6750 160663417 1649515 6700 160663417 1649615 6510 160663418 1649715 7400 160663419 1649815 7030 160663420 1649915 6760 160663439 1654715 7620 160663440 1654815 7930 160663440 PN21015 6380 160663440 1654915 7030 160663441 PN21115 6860 160663442 1655115 6380 160663441 1655015-01 6650 162103998 D01016 5750 162103998 D00816 5750 160116094 P000416 7110 160116094 P000316 7120 1992 - 2019 Q.A.I, Inc. Page3 Quadrat !Service Sm DETAILED STRENGTH, Compression Either 4" x 811 Or 6" x 1211 Batch Test Strengths Number Number 28 Day 162104148 D03716 5590 162104147 D03616 5970 160116355 P001516 6630 160116356 P001616 6900 162106304 D09017 6000 160118437 P0065 5830 160227974 FL10218 5990 160227971 FL10118 5850 1602283�O FL17218 6670 1992-2019 Quadrel, Inc. Page4 Quadrat lSeMce SM 13Tri-County Ready Mix _..�tcnn Ready Mix T I TAN 2500 S.W. 2nd Ave. 801 U.S. Highway One r Ft. Lauderdale, FL 33315 North Palm Beach, FIL 33408 Photic: (954) 761-1944 Phone: (561) 9044007 Mat�rlals for Life' Fax: (954) 760-5925 rax: (561) 904-7024 Submittal No. 25679 Date Issued: 51712019 Customer: RF Concrete Construction Project: Treasure Coast International Airport Usage I—N.rd)/Ccnt,.[ Ready Mix 3928 Smah N.,nt Read Pori Orange, FL 32127 Phone: (386) 763-5940 Fax: (386) 763-5969 OWcu�..,, Ready Mix 425 Commercial Cc., Suite B3 Vcnice, FL 34292 Pladne: (941) 486-2220 Fax: (941) 48(,2222 Mix Code: SW6951132 Mix Code must be used when ordering concrete. SPEC W/C 0.50 #57 HRWR Material ASTM Spec. Gravity Volume (ozicy) Weight (lb/cy) Cement Type IL C-595 3.15 530 # 57 C-33 2.38 1,630 Manufactured Sand C-33 2.55 1,291 Water C-94 1.00 32.0 gal/cy 267 Type B Retarder C-494 1.00 19 Type F High Range Water Reducer C-494 1.00 20 Air Entrainer C-260 1.00 1 Specified Pc: 4000 psi @ 28 days Specified Slump: 6.50 to 9.50 " Specified Air: 1.60 To 4.50 % Designed WIC + P Ratio: 0.50 TOTAL Designed Volume: 27.00 cu.ft. Designed Unit Weight: 137.7 lbs./cu.ft. 3,718 NOTES: TITAN Concrete has no knowledge or authority regarding where this mix is to be placed; therefore, it Is the responsibility of the project architect, engineer. and/or contractor to ensure that the above designed mix parameters of compressive strength, water -to -cement ratio, cement content, and air content are appropriate for the anticipated environmental conditions (i.e. ACI-318, and local Building Codes); and that acceptance testing Is conducted In accordance to all applicable ASTM test procedures by a facility evaluated by and accredited by industry agencies for proper lab protocol and that test results are evaluated by ACI standards. Chemical admixtures are added in accordance with the manufacturet's recommendations. TITAN Concrete reserves the right to adjust these dosages to meet the changes In jobsite demands. TITAN Concrete also reserves the right to adjust camentitious contents In accordance to ACI 318. The minimum requirements for testing of ready mixed concrete at the project site are established In ACI 311.6 Specification for Ready Mixed Concrete Testing Services when acceptance of concrete as delivered to the site Is based on specific field -measured properties and laboratory -measured compressive strength. TITAN Concrete requests to be included on the distribution list for test data. TITAN Concrete reserves the right to substitute material sources that meet the same specification requirements and exhibit substantially equivalent performance. Unless indicated otherwise, Tlen may use either Type 1/11 or Type IL cementiln this mix. X NO EXCEPTION TAKEN MAKE CORRECTIONS NOTED SUBMIT SPECIFIED ITEMS REVISE & RESUBMIT —REJECTED _UNREVIEWED. FOR REC56RD PURPOSES ONLY COMMENTS: Checking Is only for general conformance with the design concept of the project and general compliance with the Information given In the contract documents. Any action shown Is subject to the requirements of the plans and specifications. Contractor Is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work and that of all other trades and the satisfactory performance of his work. AVCON, INC. 1992 - 2019 Quadrel, Inc. Page5 By: LDV Date: 6-13-19 SM Date: 5/712019 Mix Name: SW695,R32 Innn - 6500 13000 5500 5000 4500 4000 3500 100 200 300 400 500 600 Maturity Hours Strengths No. Of Avg 28 Std Tests Day Dev --------------------- 19 5590 650 0 0 0 00 0 in 11 T I TA N CONCRF-11-11SE t4aterials for Life' 14nits : US 00 MENEM Noll MIEN NN No No 1 Now, M\NMll INEV1111 0 moll 0 700 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 PSI 95% of tests lie above cross -batched area STRENGTH SUMMARY, Compression Either 4" x 811 Or 611 x 1211 DETAILED STRENGTH, Compression Either 4" x 811 Or 6-1 121- Batch Test Strengths Number ---------------------------------- Number 28 Day 786527 EL-234 6510 786533 EL-235 6580 786538 EL-236 6620 786546 EL-237 6580 786550 EL-238 6590 786554 EL-239 6560 523397 E523397 4890 510093 E510093 5470 595713 E595713 5540 511055 E510055 5680 538803 E538603 5120 573308 E573308 5130 511883 E511883 5720 560082 E560082 5540 590673 E590673 4620 590883 E590883 5460 169090943 M811#2A 4590 169090943 M811#3 4550 169090942 M811#1 4560 1992 - 2019 Quadmi, Inc. Page6 Quadrel iServioe SM Lj I TITAN' MW Quality Control Department IIDDONW121stWay Medley, FL 33176 +1 (305) 364-2200 mm.litanarnerlsecoun PRODUCT ... ..... ............ ....... .... .... . ...... ...... � PORTLAND-UMESTCNE CEMENT ASTMC595/C59SM-13 MANUFACTURING FACILITY...... ............ ......... PENNSUCO (M EDLEY, FIL - USA) SILO(s): ..................................................... ......... 8,10 Type . .. ...... .............. U, (14) Date .. . ......... .. March 11, 20119 Production Date ........ . . 2101119 to 2128/ig STANDARD REQUIREMENTS Ilegn ASTM Units Limit Specification Results for Period 12 %Autoclavannanston 0151 % WX 0.80 .... % Autoclave cwuwtw C151 % BOX 0.20 0.02 Aircenlentofmartaf.vokurn C185 % MIX 12 CampueedvasVength t d. C111AICINIM — 2356 7 days CI09/CI(uM psi min 2900 5282 1'128 days Clamloam Dsl min 3620 6759 Initial Vkal C191 Minutes Min 45 108 Vical 0191 hours MXX 7 NOTES: This productand One dInkeu used In Its production ure rcanufaclured In the United States offienedua, The anoule orrunestorle In the firlshannertyAll not very byrnsre than -1-2,5mss % sidle finished ternent Ci7O2lesUngt-aspe&medbyCTLGmup,quaMr�edwncbrtoperfomMlesUng(AASHTOR18a=cOW and IAS 17025 accrediled). We producalso nuousthe requirenrents OIASTM CII51Type GU and Typo MS. 'Value reported forCompfessee Strength for28 days conespords to Ihe previous monlillyperlod. "Test result represents the average arthe previols 12 merger. Cynthia Jimenez QC Manager Form Rev. 11 May 2018 F9 Ei BASF We create chemistry Certificate of Conformance MasterAir@ AE 90 Admixture (formerly MB-AE 90) BASF Corporation Air -Entraining Admixture for Concrete 1, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterAir AE go admixture is a BASF Corporation Air -Entraining Admixture for concrete; and That MasterAir AE 90 and MB AE 90 admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterAlr AE 90 admixture; and That MasterAlr AE 90 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the cement when used at the rate of 65 mI_ per 100 kg (I fluid ounce per 100 pounds) of cement; and That MasterAir AE 90 admixture meets the requirements of ASTM C260, the Standard Specification for Air -Entraining Admixtures for Concrete, as well as the requirements for air - entraining admixtures as specified in Corps of Engineers' CRD-C 13 and AASHTO MI 54. Richard Hubbard Sr. Technical Marketing Specialist BASF Corporation Admixtures Systems MASTERG 23700 Chagrin Boulevard Cleveland, Ohio 44122 >>BUILDERS Telephone (216) 839-7500 -SOLUTIONS