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Home My WebLink AboutPROJECT INFORMATIONSt. Lucie County 1142 WATER TOWER ROAD, LAKE PARK, FLORIDA. 33411 PHONE (561)844.9994 Submittal # 18-P-000244 Version 1 4/12/2018 Customer Description: C.J.R. CONCRETE INC Project Description: Family Dollar -3214 Avenue D, Ft. Pierce, A OUTANNtu BY St. Lucip r minti h 1E0EOVE APR 1 3 RECD 17Qf - Maschmeyer is pleased to submit the following concrete mix designs for the above referenced project. Product Code Design Strength Ma Description Sec slunip Usage Notes 35050000 3500 3500 PSI Re 5 + -1 Sidewalks 40DS0000 4000 4000 PSI Reg 5 +/-1 Light pole base, sidewalk, dumpster ad 35E5W000 3500 3500 PSI Extruded 1.5 +/- 1.5 Curb Curb The delivered concrete Will be available at the specified slump range for 30 minutes after jobsite arrival, or initial slump adjustment, whichever is later, as per ASTM C94-17 Standard Specification for Ready Mixed Concrete, Section 7.2. Please note that the concrete plastic properties, of slump and air content, are designed to be measured from the truck chute, as Maschmeyer Concrete has no knowledge of the intended placement equipment or expected job conditions at the time of the receiving a request for project mix design submittals. Maschmeyer has no knowledge or authority regarding where the mixes are to be placed. Therefore, it is the responsibility of the project architect, engineer, and/or contractor to insure that the above designed mix parameters of compressive strength, water -to -cement ratio, cement content and air content are appropriate for the emironmental exposure and service conditions (.e. ACI-318 Chapter 4 Durability Requirements, and local Building Codes). The cemenlitious content is stated as a minimum. Maschmeyer Concrete reserves the right to increase the quantity, and to adjust the aggregate weights to maintain design volumes. ACI 318-14, Building Code Requirements for Structural Concrete, Section 26.12.1.1 e, and ASTM C94-17, Standard Specification for Ready Mixed Concrete section 6.8, both specifically require that the concrete producer/manufacturer be copied on all third party (independent laboratories) test concrete reports delivered to the project, in a timely manner. It is Maschmeyer policy to be placed on the concrete test report email distribution list, for ongoing statistical analysis, to ensure product quality, and compliance with project specifications. Actual admixture dosage rates may vary and are dependent upon ambient and concrete temperatures, and weather conditions. Plastic properties of concrete may vary depending on ambient temperatures, weather conditions, placement procedures, and types of placement equipment used on the jobsite. Water addition, in excess of the job site allowable water, will lower strength and is not recommended. Maschmeyer Concrete is not responsible for any problems associated with excesshe water addition or poor placement practices. ACI 302.1 R-04, Guide for Concrete Floor and Slab Construction, ACI 224R-01 Control of Cracking in Concrete Structures, and ACI 224.3R-95 Joints in Concrete Construction, proWe valuable information for the concrete contractor and finisher, to help reduce the occurrence of random cracking in the concrete structure. Should the project specifications require air content for air entrained concrete to be tested at point of placement, Maschmeyer Concrete reserves the right to make any necessary adjustments in the field, as permitted and stated in ASTM C94-17 Standard Specification for Ready Mixed Concrete, Section 8.3. Please inform the project concrete finisher of any mix designs containing air entrainment o%er 3% requiring a smooth trowel finish, so proper finishing techniques are used to amid delamination of the surface. Thank you for giting us this opportunity to be of service to you. Please feel free to contact me if you should need any further assistance. Sincerely yours, Richard Lorenz Director of Technical Services 1 - M A SCHMEYE F _"' Concrete Mb( Design Submittal Date: 04/1212018 No. 18-P-000244 Version 1 Mix Cade : 35060000 Description: 3500 PSI Reg Customer C.J.R. CONCRETE INC Office Phone 386-804-2834 Usage/Placement Sidewalks Design Tolerance Air Content 3 0-3 Slump 5+/-1 4to6 Design Strength 3500 psi Unit Weight 140.8 Ib/ft3 WIG Ratio 0.55 Material Type a Description Source Supplier Standard Design Quantity Specific Gravity Volume (ftl) Cement CEMENT -TYPE 141 Comex-FDOT CMP 24 ASTM C150TYPE 1/II 3901b 3.15 1.98 Fly Ash TYPE F Boral-FDOT FA 20 ASTM C618 TYPE F 1001b 2.41 0.66 Coarse Aggregate 57DOT Cemex-FDOT87-090 ASTM C33/FDOT e01 17601b 2.48 11.37 Fine Aggregate NATURAL SAND Cemex-FDOT 16-078 ASTM C33/FDOT e02 12501b 2.63 7.62 Water WATER Well -Water ASTM C1602 32.5 gal 1.00 4.34 Admb(ture I WRDA 64 GCPApplied Technoligles-USA ASTM C494 TYPED 20lq oz - - Admc(ture DAREXAEA GCPApp lied Technoligies-USA ASTM CX0 A.E.A. 11q oz - - Air Content 3.00 % — 0.80 Yield 3771 lb — 27 Prepared By: Richard Lorenz Director of Technical Services STRENGTH PERFORMANCE REPORT for 36050000 Mix - 35050000 - 3500 REG 1 33411 Specified Strength 3500 Strength Type Conpressive Test 28 Day Number of Tests 28 Over Design Type ACI 31815-29 Tests Within Test CofV Factor 1.829 Average Strength 4740 SO Correction Factor 1.012 Within Test SO 110 Standard Deviation 300 Corrected SO 300 Within Test CofV 2.32 Degree of Control EXCELLENT Corrected CofV 6.4 Within Test Cold Control EXCELLENT Coefficient of Variation 6.3 f'c+1.34•a 3910 Batch -to -Batch SO 280 f'c+2.33•s-600 3710 Batch -to -Batch CcIV 5.89 Required Strength 3910 Cementitious Content Max'ml um fcfor Mix 4330 Safety Factor 830 Cem antitio us HfMen cy Slump Air Content 70 Str Strength280 in % psi psi Count 28 28 26 28 Average 5.15 1.50 3100 4740 STDEV 0.66 0.42 340 300 COV% 12.8 28.0 11.1 6.4 Range Mn 4.00 2560 3910 Range Max 7.00 2.10 3740 5370 # MxCode Slump in Air Content % 7D Sir psi Strength28D psi 1 35050000 4.50 1.10 2630 4380 2 35050000 5.00 1.30 2960 4560 3 35050000 5.00 1.50 2960 4830 4 35050000 4.00 3260 5130 5 35050000 5.00 1.40 2630 4450 6 36050000 5.00 1.50 2830 4870 7 35050000 5.00 1.00 2800 4640 8 35050000 5.50 1.50 2950 4640 9 35050000 5.00 1.10 2580 4510 10 35050000 5.00 1.40 4920 11 35050000 5.00 1.40 3090 4590 12 35050000 5.00 1.60 3080 4850 13 35050000 4.00 1.90 3120 4880 14 35050000 1 5.25 1.80 3420 5050 15 '. 35050000 5.50 1.90 3170 4900 16 ' 36050000 7.00 2.10 3140 4350 17 • 35050000 5.50 1.70 3740 4990 18 35050000 4.50 1.70 2980 4480 19 35050000 4.50 1.90 3160 4870 20 36050000 4.25 1.80 3630 4950 21 35050000 5.25 1.00 2920 4460 22 35050000 5.50 2.00 2946 4400 23 35050000 1 6.50 1.20 2560 3910 Dale: 716/2016 Page 1 of 2 1 33411 STRENGTH PERFORMANCE REPORT for 35050000 Mix : 35050000 - 3600 REG 9 64x Code Slump in Air Content % 7D Sir psi Strength28D psi 24 35050000 5.76 1.60 3350 4890 25 35050000 5.75 1.70 3670 5070 26 35050000 5.50 1.80 3510 4810 27 35050000 5.50 1.60, 3610 5370 28 35050000 5.00 1.50 4920 Date: 7/6/2016 Page 2 of 2 - MASCHMEYER Ate! Concrete Mix Deslgn Submittal Date: 04/12/2018 No. 18-P-000244 Version 1 Nix Code: 40050000 Description: 4000 PSI Reg Customer C.J.R. CONCRETE INC Office Phone 386-804-2834 Usage/Placement Light pole base, sidewalk, dumpsterpad Design Tolerance Air Content 2.5 0-3 Slump 5+/-1 4to6 Design Strength 4000 psi Unit Weight 142.1 Ib/R3 WIC Rafio 0.50 Material Type scription Description Source Supplier Standard Quantity Specific Gravity Volume (ft3) Cement CEMENT -TYPE 101 Cemex-FDOT GMT 08 ASTM C150 TYPE 1111 425lb 3.15 2.16 Fly Ash TYPE F Boral-FDOT FA 20 ASTM C618 TYPE F 105 lb 2.41 0.70 Coarse Aggregate 57DOT Cemex-FDOT87-090 ASTM C33/FDOT 901 1750 lb 2.48 11.31 Fine Aggregate NATURALSAND Cemex-FDOT 16-078 ASTM C331FDOT 902 1265 lb 2.63 7.71 Water WATER Well -Water ASTM C1602 32.0 gal 1.00 4.28 Admuture WRDA 64 GCPApplied Technoligies-USA ASTM C494 TYPED 221q oz - - ' Aircontent 2.50 % — 0.67 Yield 3812 lb — 27 Prepared By: Richard Lorenz Director of Technical Services Southeast 971 Pike Rd West Palm Beach, FI 33411 Tel: Laboratory: Southeast -Southeast Properties 2500-6000 PSI 20% Flyash #57 Natural Sand Plant: Test Age : Cement: CEMENT -CEMENT -TYPE 1111 Aggregate Blend : Nominal Air: 01,00 Cement Supplier: Cemex -FDOT CMT 08 Aggregate Size: Nominal Slump : 0.00 in Addftion : % Aggregate Type: 2500-6000 PSI20% Flyash#57 Natural Sand 11,000 1 1 1 1 1 1 1 1 1 I 1 9,000 1 1 1 1 1 1 1 8,000 _ t__i__ __L_ __l__1_ _ 7,000 ' 1 1 1 1_ , 1 m 6,000 _ r 1 1 1 1 1 1 _ _1_ _ 1 4,000 1 1 I 1 1 I 1 1 3,000 __!___1___!__--- __!______ _____-___e 1 1 I I 1 1 2,000 1 1 1 1 1 1 1 1 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 0.75 0.8 Water/Cement Sample# I Sample Date I Mix Code MbrDescriptron WIC I Slump I Air% Specimen ID Age (days) Strength (Pat) I Average (Psi) 25050000 2500 PSI Regular 0.65 3070 30D50000 3000 REG 0.67 4230 35050000 3500 REG 0.55 4570 40050000 4000 REG 0.50 5640 50050000 5000 REG 0.46 6470 60050000 6000 REG 0.40 7210 Richard Lorenz i Data : 04/20/2017 a , #'� b F MAS.CHMEYIER_ Concrete Mix Des Ign Su bm Ittal Date: 04/12/2018 No. 18-P-000244 Version 1 Mix Code: 35ESW000 Description: 3500 PSI Extruded Curb Customer C.J.R. CONCRETE INC Office Phone 386-804-2834 Usage/Placement Curb Design Tolerance Air Content 4.5 3 to 6 Slump .5+/-1.5 03 Design Strength 3500 psi Unit Weight 140.9 Ib/it3 W/C Ratio 0.46 Material Type Description Source Suppler Standard Design quantity Specific Gravity Volume (ft3) Cement CEMENT-TYPEIIII Cemex-FDOTCMT08 ASTM C150 TYPE U11 4801b 3.15 2.44 Fly Ash TYPE F Boral-FDOT FA 20 ASTM C618 TYPE F 851b 2.41 0.57 Coarse Aggregate 89D0T Cemex-FOOT 87-090 ASTM C33/FDOT 901 12201b 2.48 7.88 Fine Aggregate NATURN_SAND Cemex-FDOT 16-078 ASTM C33/FDOT 902 17301b 2.63 10.54 Water WATER Well -Water ASTMC1602 31.0gal 1.00 4.14 Admixture iWRDA 64 GCP App lied Technolig ies- USA ASTM C494 TYPED 21lq oz - - Admixture DARE%AE4 GCP App lied Technolig ies- USA ASTM C260 A.E.A. 51q oz - - AtrContent 4.50 % — 1.21 Yield 3774 lb — 27 Prepared By: Richard Lorenz Director of Technical Services I �CC��AV Miami Plant 1200 NW 137th eve CEMENT MILL Miami, Florida.33182 TEST �••1 Phone (305) 229-2925 l FAX (305) 229-8015 REPORT Cement Iiferdifted as: Typed Low Alkali (MH) and Type If Low Alkali (MH) Data al Report: 02112n8 Production Period: Beginning: Wan48 Ending: 314on-18 Silos: 21,22,23,25,31,32,33,35,41i42,43,44,45,51,5753,54,55,56,65,66 CHEMICAL REOUIRMENTS 7usl RCsuUs M Spedgcul mis: ti lO MM ASTM 1150 A51xIC-115? ASTM C114and,AASHTO 1486 ipw lLewaWu rrr•s nl.awatsxu lvacaiam od Silicon Dioxide'(SIO2) % 20.3 Minimum - ---. •- - Aluminum Oxide (A1203) % 4.7 Maximum - so 6,0 --- Ferric Oxide (Fe203) % 3.6 Maximum - 6.0 6.0 --- Calcium Oxide (CaO) % 64.6 -. -- -- Magnesium Oxide (MgO) % 0.9 Maximum 6.0 6.0 6.0 Sulfur Tdoxide (S03) % A 2.8 Maximum 3.5 3.0 310 - Loss on Ignition (LOI) % 2.8 Maximum 3.5 9.5 3.5 ••- Insoluble Residue (IR) % 0.67 Maximum 1,5 1,5 1,5 Alkalies (Na2O (Na2O equivalent) '% 0.35 Optional Max 0.60 0.60 060 --• - Carbon Dioxide In cement (CO2)% 1.60 Limestone % in cement (ASTM C150 At) 3.8 Maximum 5 5 5 --- CaCO3 (n.limeslone % (2274 x %CO2 LS) 90 Minimum 70 70 70 Inorganic Processing Addition (note 1) ('Bag house Dust") (up to %) 2.2 Maximum 5 5 5 or (°GBFS°) (up to %) 0.0 Maximum 5 5 5 Potential Phase composition e Tricalcium Silicate (C3S) % 63 - - -_, .. Dlealcium Silicate (C2S) % 11 - -- --•• Tricalcium Aluminate (C3A) % 7 Maximum •- 8 8 -•- Tetracalcium Aluminoferrile, (C4AF) % 11 ---- - - (C3S+4.75 C3A) 96 Maximum - - 100 - PHYSICAL REQUIRMENTS 4040 Minimum 2600 2600 26GO •.-• TM 204)ame neness, cm g (ASTM C204) Blaine Fineness, cm219 Maximum -- -•- 43000 -- (ASTM C191) TimeofSetting (Ucal) Initial: Set, minutes 110 Min/Max 451375 451375 45/375 451420 Final Set. minutes 165 (ASTM C185)Air Content of Mortar % 7.2 Maximum 12 12 12 ---- (ASTM C151) Autoclave Expansion % 0.09 Maximum 0,80 0.80 o8o 0.60 (ASTM C187) Normal Consistency % 27.1 -• - -•- --- (ASTM C430) Passing No, 325 Sieve % 98.7 (ASTM C188) Density glcnl3 3.15 for information (ASTM C1702) Heat of Hydration/Calodmetry Jrg 251 for information '(ASTM C109) Compressive Strength, psi (Mpa) 1 Day 2210 ( 15.2 ) ^- --•• --^ 3 Days 3820 ( 26.3 ) Minimum 1740 (12-0) 1450 (10-0) 1450 (10.0) 1890-(13,0)' 7 Days 4700 ( 32.4 ) Minimum 2760 (19,0) 2470 (17,0) 2470 (17.0) 2900 (20.0). 28:Days ° 6260 43.2 : .. Minimum V.- --- --• .4D60 (28,0)-. Note 1: The cement produced during this period conlaincel Inorganf6Processing Addition such as Bag house Dust or Ground Granulated Sfag,up to the percentages shown, A Aspprnole Dorubbai,. S03"lmay uxSeedadde $VatyleaxpamlW Ba ir%OWASTMC10304. p020 e Diane limits doe's not apply If Sum of CM • 4,75• CIA <= 00 C Test results for this period not riva8ade. Most recent teat result proxIcal D Adjusted par A Is of ASTM C150 Required only it S03 exceeds funk of table.1 of ASTM C150, This Go ment contains Limestone and may contain Inorganic processing addlion up to the percentages shown above, Cemex hereby canines riot Ibis cement noels or exceeds the chemical and physical specificsilans of most recent edition of: x AASHTO M 65 Type l and Type ll and ASTM C160 Type l and Type 11 ) x AAS14TO M 85 Type II (MH) and ASTM Cf 50 Type 11 (MH) F�� x ASTM C•1157 GU / j % Flodtla 6peca2l �/- j o ,44, y C. axcmeo - Oi .Jlly Gen IManagar Wecodifyct that described tlamrepresents thecementatmay tured theproductionuse indented- i �L.- r1haabove be this Cemei is Imf responsible for mo Improper use W rrorxmansNp that may be associated with Itie use of this cement, ADDITIONAL DATA ADDITIONAL DATA Inorganic Processing Addition (BHD) InomainclPr"oce"scing Addition (GBFS) Base Cement Phase Composition' ' :.viol m �. Materials Testing & Research Facility 2650 Old State Hwy 113 Taylorsville, GA 30178 770-684-0102 ASTM C618 / AASHTO M295 Testing of Orlando Utilities Fly Ash Sample Date: November 2017 Report Date: 1/11/2018 Sample Type: Monthly MTRF ID: 3466OU Sample ID: ASTM Limit AASHTO Limit Chemical Analysis Results Class F/C Class F/C Silicon Dioxide (Si02) 49.51 % Aluminum Oxide (AI203) 19.91 % Iron Oxide (Fe203) 18.18 % Sum (Si02+AI203+Fe2O3) 87.60 % 70.0/50.0 min 70.0/50.0 min Sulfur Trioxide (S03) 1.76 % 5.0 max 5.0 max Calcium Oxide (CaO) 3.60 % Magnesium Oxide (MgO) 0.72 % Sodium Oxide (Na20) 0.68 % Potassium Oxide (K20) 2.30 % Sodium Oxide Equivalent (Na20+0.658K2O) 2.19 % Moisture 0.15 % 3.0 max 3.0 max Loss on Ignition 2.34 % 6.0 max 5.0 max Physical Analysis Fineness, % retained on 45-um sieve 14.76 % 34 max 34 max Strength Activity Index - 7 or 28 day requirement 7 day, % of control 87 % 75 min 75 min 28 day, % of control 78 % 75 min 75 min Water Requirement, % control 100 % 105 max 105 max Autoclave Soundness 0.00 % 0.8 max 0.8 max Density 2.43 Boral Resources certifies that pursuant to current ASTM C618 protocol for testing, the test data listed herein was generated by applicable ASTM methods and meets the requirements of ASTM C618 and Florida DOT 929 specification. ,oug R� hgdes,CET'. 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