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Home My WebLink AboutSUBMITTAL- Submittal #03 30 00-16.0 03 30 00 - Cast -in -Place SCANNED Concrete Ahrens Companies St. Lu LAYcie County Project: 18-000037- MRO Hangar - Treasure Coast Int. Airport 1461 Kinetic Road 3191 Jet Center Terrace Lake Park, Florida 33403 Fort Pierce, Florida 34982 Phone: (561) 863-9004 Fax: (561) 863-9007 Structural Concrete Mixes SPEC SECTION: 03 30 00 - Cast -in -Place Concrete SUBMITTAL MANAGER: LaMaya Jennings (AHRENS COMPANIES) STATUS: Open DATE CREATED: 06112/2019 ISSUE DATE: // REVISION: 0 RESPONSIBLE RF CONCRETE CONSTRUCTION, INC. RECEIVED FROM: JEREMY FOULKS CONTRACTOR: RECEIVED DATE: 06/13/2019 SUBMIT BY: 06/13/2019 FINAL DUE DATE: 06/20/2019 LOCATION: Vero Beach TYPE: Product Information COST CODE: APPROVERS: Sean Day (Avcon Engineers & Planners), Sue Finney (Avcon Engineers & Planners), Ian Johnson (Avcon Engineers & Planners), Robert Palm (Avcon Engineers & Planners) BALL IN COURT: Sean Day (Avcon Engineers & Planners), Sue Finney (Avcon Engineers & Planners), Ian Johnson (Avcon Engineers & Planners) , Robert Palm (Avcon Engineers & Planners) DISTRIBUTION: JEREMY FOULKS (RF CONCRETE CONSTRUCTION, INC.) , NANCY CORCORAN (RF CONCRETE CONSTRUCTION, INC.) DESCRIPTION: This mix needs to go to the structural engineer, not the civil engineer. These are mixes for everything except the hanger slab. ATTACHMENTS: MRO Hangar Structutal Concrete 201906121215 odf SUBMITTAL WORKFLOW # NAME SUBMITTERI APPROVER SENT DATE DUE DATE RETURNED DATE RESPONSE ATTACHMENTS COMMENTS 1 Sean Day Approver 6/20/2019 Pending 2 Sue Finney Approver 6/20/2019 Pending 3 Ian Johnson Approver 6/20/2019 Pending 4 Robert Palm Approver 6/20/2019 Pending FILE COPY Ahrens Companies Page 1 of 2 Printed On: 06/13/2019 08 :26 AM AHERNS COMPANIES 1461 KINETIC ROAD LAKE PARK, FL 33403 Shop Drawing / Product Date Review REVIED BY LaMaya Jennings DATE 6M 3/2019 REVIEWED FOR COMPLIANCE APPROVED APPROVED AS NOTED REJECTED Review is for conformance with design concept only and intent and general compliance with contract documents/specifications. Subcontractor shall be responsible for all quantities, dimensions, compliance with documents and related codes, verification of work and trades and fabrication or techniques of construction. BY Submittal #03 30 00-16.0 03 30 00 - Cast -in -Place COPIES TO Concrete Ahrens Companies Page 2 of 2 Printed On: 06/13/2019 08 :26 AM Tri-County ReadyMix D Fanem Ready Ma O North/Central Ready Mix ❑ West Cuast Ready Mix 2500 S.W. 2nd Ave. 801 U.S. Highway One 3928 South Nova Road 515 Gene Green Rd. 115i�,�� Ft. Lauderdale, FL 33315 North Palm Beach. FL 33408 Port Orange, FL 32127 Nokomis, FL 34275 Phone: (954) 761-1944 Phone..(561)904-7007 Phone: (386) 163-5940 Phone:(941)412-1260 ,,.�' CONCRETE rax: (954)760-5925 Pax: (561)904-7024 Fax: (386)763-5969 Fax: (941)412-1609 Materials for 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 SirlMadam: 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 WIC 0.50 #57 SW695R32 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 testreports0titanamerica.com for all strength test reports for this project. 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 performance of his work. AVCON, INC. By: LDV Date: 6-13-19 t t Danielle Rexroad Concrete Quality Technical Support Representative 1992 - 2019 Quadrel, Inc. Pagel Quadrat !Service SM TITAN CONCRIHIM Mat:rials for Life DTri-County Ready Mi::. 2500 S.w. Ind Are, Ft Lauderdale, FL 33315 Phone: (954) 761-1944 Fax: (954)760-5925 DEastem Ready Mix 801 U.S. Ilighuray One North Palm Beach, FL 33408 Phone: (561) 904-7007 Fax: (561)904-7024 Submittal No. 25679 Dale Issued: 5/7/2019 Customer: RF Concrete Construction Project: Treasure Coast International Airport Usage Qvouth/Cemral Ready Mix 3928 South Nor. Road Port Orange, FL 32127 Phone: (386) 763-5940 Fax: (386)763-5969 �:�_st Coast Ready Mix 425 Commercial Q., Suite B3 Venice, FL 34292 Phone: (941) 486-2220 Fax: (941)486-2222 Mix Coder SW69SR30 Mix Code must be used when ordering concrete. SPEC W/C 0.50 #57 Material ASTM Spec. Gravity Volume (oz/cy) Weight (Iblcy) 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 galley 300 Type A & D Water Reducer C-494 1.00 30 Air Entrainer C-260 1.00 2 .Specified Fc: 4000 psi @ 28 days Specified Slump: 4.00 to 6.00 " Specified Air. 1.50 To 4.50 % Designed WIC + P Ratio: 0.50 Designed Volume: 27.00 Designed Unit Weight: 138.7 TOTAL cuff. 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 -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 concreteat the project site are established in ACI 311.6 Specification for Ready Mixed Concrete Testing Services when acceptance of concreteas 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 I/ll 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 performance of his work. AVCON, INC. By: LDV Dale: 6-13-19 1992- 2019 Quadrel, Inc. Paget Quadrat lSBNlce BM Date: 5p/2019 Mix Name: SW695R30 mmo .I noon JVVV 8000 7000 6000 5000 4000 3000 onnn TITAN t4aleriais for Life' Units: US U • 11 �- IrW IMME mm ® C 11 m- r 11 �-I�7� . .. II II In II I II 100 200 300 400 500 600 700 4500 5000 5500 6000 6500 7000 7500 8000 8500 Maturity Hours PSI 95%n of tests lie above cross -hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg 28 Std Tests Day Dev --------------------- 30 6520 560 DETAILED STRENGTH, Compression -Either 4" x 8" Or 6" x 12" Batch Test Strengths Number Number 28 Day ---------------------------------- I60663380 1642115 5920 I60663415 1649115. 6000 I60663415 1649215 6180 I60663416 1649315 6370 I60663416 .1649415 6750 I60663417 1649515 6700 I60663417 1649615 6510 I60663418 1649715 7400 I60663919 1649815 7030 I60663420 1649915 6760 I60663439 1654715 7620 I60663440 1654815 7930 I60663440 PN21015 6380 16O6L3440 1654915 7030 I60663441 PN21115 6860 I60663442 1655115 6380 I60663441 1655015-01 6650 I62103998 D01016 5750 I62103998 D00816 5750 160116094 P000416 7110 I601.16094 P000316 7120 1992-2019Quadmi.Inc. Page3 Quadrel iService SM DETAILED STRENGTH, Compression Either 4" Batch Test Strengths _ Number Number 28 Day __________________________________ I62104148 D03716 5590 I62104147 D03616 5970 I60116355 PO01516 6630 I60116356 PO01616 6900 162106304 D09017 6000 160118437 PO065 5830 160227974 FL10218 5990 160227971 FL10118 5850 160228370 FL17218 6670 x 8" Or 6" x 12" 1992-2019 Qmdrel, Inc. Page4 QUadfel!Service SM OTri-County Ready Mit derd.ld FL Ft l:auderdale, FL 33315 TITAN Ft. +�% CQTIV>CQiE'6E Phone: (954) 761-1944 OFaaem Ready Mix No U.S. Highway One North Palm Beach, FL 33406 Phoan(561)904-7007 ' Materials for Life` Fax: (954)760.5925 Fax: (561)904,7024 Submittal No. 25679 Date Issued: 517/2019 Customer: RF Concrete Construction Project: Treasure Coast International Airport Usage 1111onh/Central Ready Mix 3928 Sowh Nova Road Pot Orange, FL 32127 Phone: (386) 763-5940 Fax: (386)763-5969 „rst Coast Ready Mix 425 Cummetciat Ct., Suite B3 Venice, FL 34292 Phone: (941) 486-2220 Fax: (941)486-2222 Mix Code: SW69SR32 Mix Code must be used when ordering concrete. SPEC W/C 0.50 #57 HRWR Material ASTM Spec. Gravity Volume (oz/cy) Weight (Ib/cy) Cement Type IL C-595 3.15 530 #,57 C-33 2.38 1.630 Manufactured Sand G-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 RangeWaterReducer 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 WIC + P Ratio: 0.50 Designed Volume: 27.00 Designed Unit Weight: 137.7 TOTAL cuff. 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 thattest 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 tobeincluded on the distribution list for lest 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/II 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 performance of his work. AVCON, INC. By: LDV Date: 6-13-19 tv9z-zol9QasarelInc. Pages ----- ----- sM Date: 5/7/2019 Mix Name: 7000 6590 -- moo 5500 5000 4500 i 4000 j 3500 SW69SR32 .I 7000 6500 6000 5500 5000 4500 4000 3500 teTITAN CON(CRETE h1aterfals for Life' units: US iI loom, r r moo ■o � a l i ■■■ ! ■■ l l / ®� ■ r ■■ L 1. rr®� 1 � ■ ■ t t 100 200 300 400 500 600 700 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 6000 VV Maturity Hours PSI 95% of tests lie above cross -hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg 28 Std Tests Day Dev ---------------------------- 19 5590 650 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 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 573308 E573308 5130 511883. E511883 5720 560082 E560082 5540 590673 E590673 4620 590883 E590883 5460 I69090943 M81142A 4590 I69090943 M811#3 4550 I69090942 M811#1 4560 1992- 20L9. Quudre61nc. Page6 Quadrel iService. SM TITAN' y �MEIRLC/8 Tian Florida Cement and Aggregates Quality Control Department 11000 NW 121s1 Way Medley, FL 33178 +1 (305) 364-2200 vnnv.tiUnameriw.ccm STANDARD(s):......... ........... ....�................ ASTM C595 / C595M - 10 MANUFACTURING FACILITY :....... ................ PENNSUCO(MEDLEY. FL -USA) SILO(sl:......... _........... ................. _._... 8.10 Type ...... ................... IL (14) Date ... _.................... March 11, 2019 Production Date ....... . 2101119 to 2128119 STANDARD REQUIREMENTS.. Item ASTM Units Limit 'Specification Results for Period Aircanlenlofmader,voWme C185 % max 12 8 Compressive strength 1 day Clo91C10gM psi 2356. 3 days C109IC109M psi min 1890 4142 7 days C1091C109M psi min 2900 5282 (')28 dads D100'C109M pal min 3620 6759 "Denslly C188 otCaa — _ 3.77 Time of sitting near nisi mmures mmgB 108 Vicat. C191 hours - max 7 NOTES: This product and the dnkerused In its production vrene manufactured in the United States of America. The aneuntof nsoslone In the finish cement win not wry by more than H-2.5 rates Is of the Mished cement 017C2 testing vaaa pinioned by CTL Group, quanified vendor to part= Ws testing (AASHTO R18 accredited and IAS 17025 accrddited). TWs product aim meets the requirements of ASTM C1t57 Type GU and Type MS. "Valve reported for Compressive strength for 28days o vrespmids to the prevous monthly period. "Test result represents Per averegeofthe previous 12 months. Cynthia Jimenez QC Manager Form Rev.11 May2018 EmBASF We create chemistry Certificate of. Conformance MasterAir® AE 90 Admixture (formerly MB-AE 90) BASF Corporation Air -Entraining Admixture for Concrete I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterAir AE 90 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 MasterAir AE 90 admixture; and That MasterAir 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 ml- per 100 kg (1 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 M154. 6��OAJ j A64 -Ml Richard Hubbard Sr. Technical Marketing Specialist BASF Corporation MASTER® .Admixtures Systems 23700 hi Boulevard »BUILDERS Cleveland, Ohio 44122 Telephone (216) 839-7500 SOLUTIONS ®®BASF We create chemistry Certificate of Conformance MasterGlenium® 7920 BASF Corporation Admixture for Concrete To Whom It May Concern: I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterGlenium 7920 admixture is a high -range water -reducing admixture manufactured by BASF Corporation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterGlenium 7920 admixture; and That MasterGlenium 7920 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00021 percent (2.1 ppm) chloride ions by weight of the -cement when used at the rate of 65 mL per 100 kg (1 Fluid ounce per 100 pounds) of cement; and That MasterGlenium 7920 admixture meets the requirements for a Type A, Water -Reducing and Type F, Water -Reducing, High Range Admixture specified in ASTM C494IC494M and AASHTO M194, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Type A and Type F admixtures as specified in. Corps of Engineers' CRD-C 87. j -,,,.,gam Richard Hubbard Sr. Technical Marketing Specialist BASF Corporation Admixtures Systems MASTER ° 23709 Chagrin 44122Boulevard >>BUILDERS Cleveland, Ohio 44122 Telephone (216) 839.7500 SOLUTIONS We create chemistry Certificate of Conformance MasterPozzolith® 700 Admixture (formerly Pozzolith 700N) BASF Corporation Water -Reducing Admixture for Concrete I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterPozzolith 700 admixture is a BASF Corporation Water -Reducing Admixture for concrete; and That MasterPozzolith 700 admixture and Pozzolith 700N 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 MasterPozzolith 700 admixture; and That MasterPozzolith 700 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00060 percent (6.0 ppm) chloride ions by weight of the cement when used at the rate of 65 ml- per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterPozzolith 700 admixture meets the requirements for a Type A, Water -Reducing, Type B, Retarding, and Type D, Water -Reducing and Retarding Admixture specified in ASTM C494/C494M and AASHTO M194, the Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements for Type A, Type B and Type D admixtures as specified in Corps of Engineers' CRD-C 87. kjb&4 mU Richard Hubbard Sr. Technical Marketing Specialist BASF Corporatlon Admixtures Systems MASTER' 23700 Chagrin Boulevard »BUILDERS Cleveland, Oho 44122 Telephone P6) 839-7500 SOLUTIONS We create chemistry Certificate of Conformance MasterSet® R 961 Admixture (formerly Pozzolith 961 R) BASF Corporation Admixture for Concrete I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterSet R 961 admixture is a BASF Corporation Set Retarding Admixture for concrete; and That MasterSet R 961 and Pozzolith 961 R 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 MasterSet R 061 admixture; and That MasterSet R 961 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00013 percent (1.3 ppm) chloride ions by weight of the cement when used at the rate of 65 ml- per 100 kg (1 fluid ounce per100 pounds) of cement; and That MasterSet R 961 admixture meets the requirements for a Type B, Retarding and Type D, Water -Reducing and Retarding Admixture specified in ASTM C494/C494M and AASHTO M194, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Type B and Type D admixtures as specified in Corps of Engineers' CRD-C 87. Richard Hubbard Sr. Technical Marketing Specialist BASF Corporation Admixtures Systems MASTER® 23700 Chagrin Boulevard *BUILDERS Cleveland, Ohio 44122 Telephone (216):839-7500 SOLUTIONS We create chemistry February 16, 2016 Project: Project location: . Certificate of Conformance MasterSure® Z 60 Admixture (formerly RheoTEC Z-60) BASF Corporation Admixture for Concrete I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterSure Z 60 admixture is a Workability -Retaining Admixture manufactured by BASF Corporation; and That MasterSure Z 60 admixture and RheoTEC Z-60 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 MasterSure Z 60 admixture; and That MasterSure Z 60 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00007 percent (0.7 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100kg (1 fluid ounce per 100 pounds) of cement; and That MasterSure Z 60 admixture meets the requirements for a Type S, Specific Performance, Admixture as specified in Table 1 of ASTM C494/C494M and AASHTO M194, the Standard Specifications for Chemical Admixtures for Concrete. Richard Hubbard Sr. Technical Marketing Specialist BASF Corporation Admixtures Systems MASTER" 23700 Chagrin Boulevard »BUILDERS Cleveland,d. Ohio 44122 Telephone (216) 839-7500 SOLUTIONS