D.M.CONSUNUJI, INC. Concrete Products Business Unit Ready-Mixed Concrete Division ‘Quality Control Section CONCRETE MIX DESIGN (ACI-211) Date August 3, 2024 Project CS Link Expressway Segment 38 Project |. DESIGN REQUIREMENTS: Conerate Class = CLASS AAZ Compressive Strength = €000PS! @ 28 days slump <475-275mm Max. Size of Aggregate 38° (10 mm) Portand Cement Type |- (Republic Cement, Teresa) ‘Cement Factor 220 Wgloum (108 bags) Admodure ‘ACS Prokrete PSP -PG2 Type of Fine Aggregates = White Sand ‘Source of Fine Aggregates TTapang, Porac Pampanga Soures of Coarse Aggregates (38") Sold Inlogrates, Montalban Rizal Soures of Coarse Aggregates (34") Sold Integrated, Moctalban Rizal Soutee of Fly Ash Pezzolanic 1, DATA FROM PRELIMINARY TESTS: ws. BOCA MCA, Fiooness Modus 2.940 7 - ‘Specie Gravy (ORY) 2457 2781 2787 ‘Spectic Graviy (SSD) 2537 2775 2793 ‘Absorption, % 3.20% 050% 098% Unt Weight (LOOSE), koou 1874 1.521 1.588 {Uni Weight (RODDED), kgicum. 687 1628 1683 I, DESIGN CALCULATION: Cementitious Material = 85% Coment and 18% Fiyash CEMENT = 0850 x “420 357 kgs FLYASH 0150 x 20 = 63 has. of Type G Admixture, Vadmix ACS -PG2 (09 Liter 100 kg total comentious material Total Cementious x Dosage 420 kg x (0 10049) = 378 ters 378 Liters «(1.1 Agi) = 4.16 19 Water Coment Ratio, wie Estimates wie= 03020 Estimated weight of wator, Ww ‘iw = ( wcx Total Comentious Mater) ww = 03029 x 20 Ww 165 kg Volume of entrapped a, Va (ACI 211 Table A1.5:3.3) Va 300% Volume of Coarse of Aggregates: Dry Rodded Volume of Coarse Aggregates 055 rea. 2768 2782 051% 1528 1628Weight of 38° Coaree Aggregates Wara= Vea x Dry Redded Unt Weight 78 CA wae= 0850 x 1.628 204 kg ‘Absolute Volume: Water - 105 0.1650 m? TOX 1000 ‘Cement : a7 ons STK 1005 Fiyash e 63. 0.0286 ms? BEX 1000 BCA - 294 0.3223 m? BX 1000 Ae (0020 1.0 0.0200 m? “otal said volume of mgredientswihout fine aggregates, Vi (Oastt Solid Volume of Sand, Vs Vest) Vi Ve= 1. 06511 . 0.3409 m? Weight of Fine Aggregates, Ws Wee 03469 x 2537 x 1000 = 885 kgs IV, DESIGN BATCHWEIGHT Water 15 tos. Cement 2357 hoe, Fryasn 63 kos, 58 Coarse Aggregstes 884 kgs. Fine Aggregates 885 hos. “Type G Acmidure (ACS -PG2) 416 kos V. REMARKS. (Water and aggregate batchweighs are subject or acustment duo to fee moisture nthe aggregates Propared by: Noted by: \ccasno ‘SupersorD.M.CONSUNJI, INC. Concrete Products Business Unit \dy-Mixed Concrete Division Quality Control Section CONCRETE MIX DESIGN (ACI-211) Date August, 2024 Project CS Link Expressway Segment 38 Project | DESIGN REQUIREMENTS: Concrete Class CLASS AAZ Compressive Stengih 0007S! @ 7 days ‘Slump 175.275 em Max Sie of Aggregate 38° (10m) Portland Cement Type - (Republic Cement Teresa) Coment Factor 480 kgloum (11.8 bogs) ‘amore [ACS Prokrete PSP -PG2 Type of Fine Aggregatos Write Sana Source of Fine Aggregates TTapang, Porac Pampanga ‘Source of Coarse Aggregates (¥6") Sold integrated, Motalban Rizal ‘Source of Coarse Aggregates (/4") Sold integrated, Metatban Rizal Sour of Fy Ash Pazzoiane I DATA FROM PRELIMINARY TESTS: ws: MWeCA ONC. Fineness Modulus 2.940 2 : Specie Gravty (ORY) 2457 2781 2787 Specie Gravy ($80) 25s 275 2793 ‘Absorption, % 3.24% 050% 0.98% Unt Weigh LOOSE}, kgfoum 1874 1821 1.593 Unt Weight (RODDED), kicu m 1697 11628 11663 i, DESIGN CALCULATION: ‘Cementitious Materlal= 85% Cement and 16% Fiyash CEMEN 0880 x 301 kas. FLYASH = 0150 x. eho Volume of Type G Admisture, Vadmix ACS -PG2 Dosage = (0.0 Liter /100 kg total comenttous mato acm = Total Camenttous x Dosage vaso = "460 ig x (0.9 100g) 414 tors Wadmax = 414 Ltrs (1.1 kal) 45549 ‘Water Comont Ratio, wle Estmatedwic= 03867 Estimated weight of water, Ww ‘Ww = (wie Total Comenttous Mater) Www = 03587 x Wwe 165g Volume of entrapped ai, Va (aci2i1 Table At 53.3) Va= 300% Volume of Coarse of Aggragates Dry Rodded Volume of Coarse Aggregates oss, rea 2768 2782 051% 1529 128Weight of 318° Coarse Aggregates W3I8= Veax Dry Rodded Unt Weight 48 CA 894 kg (0.1050 m? 0.1261 m? 0.0314 m? 03223 m? 0.0200 0.6648 m 850 kgs. wae= 0550. x 11628; . ‘Absolute Volume: Water - 105 TOx 1000 ‘Cement = 301 TAK 100 Pras = oo FEx 1000 aac A . 808 ZBSK 1000 ae 0.020%10, “Total sod volume of moredertswihout Tne aggregates, Vi = ——O 6848 m™ Solid Volume of Sand, Ve Ves 1. Vt Ve= 1. 08648 0.3352 m? Weight of Fine Aggregates, Ws We 03382 x 2587x1000 IV, DESIGN BATCHWEIGHT Water 185 kos Cement 301 igs. Fyash 69 kas, 18 Conse Aggregates 804 hos, Fine Aggregatos 850 kgs. Type G Admoaure (ACS - PG2) 455 438 Vv. REMARKS \Water and aggregate batchwoights are subject for adjustment ue fo free moisture in the aggregates Prepared by: Noted by: ‘sr O80 ShnervsorD.M.CONSUNJI, INC. Concrete Products Business Unit Ready-Mixed Concrete Division ‘Quality Control Section CONCRETE MIX DESIGN (ACI-211) Date ‘August 3, 2024 Project CS Lik Expressway Segment 38 Project LL DESIGN REQUIREMENTS: Concrete Class class sso Compressive Strength 5 7250PS1@ 7 days stump + 175.280mm Max Sie of Aggregate = ae" (10mm) Portland Cement + Typel-- (Republic Coment, Teresa) (Cement Factor 2 ato kgjeum(135bags) ‘Admodure 2 ACS Prokvoto PSP -PG2 ‘Type of Fine Aggregates 2 White Sand Source of Fine Aggregates *Tapang, Porae Pampanga Source of Coarse Aggregates (WE) --—_—Sold Ifegrated, Montaban Rizal Source of Coarse Aggregates (34°) - Sold Integrated, Montaban Rizal Source of Fy Asn 2 Pezzolanie Il DATA FROM PRELIMINARY TESTS: ws eA, MCA, Fineness Modulus : 2940 : ‘Spectie Gravity (ORY) 2 2as7 2761 2767 ‘Speotie Gavi (SSO) 5 2537 2775 2703 ‘Absorption, % : 3.28% 050% 0.00% ‘Unt Weight (LOOSE), kalcu 2 574 521 1593 Unt Weight (RODDED), kalau m : 1607 1626 11683 I DESIGN CALCULATION: Cementitious Material = 100% Coment CEMENT = 1.000 x 540 540 kas, Volume of Type G Admixture, Vadmix ACS -PG2 Dosage (08 Liter 100 kg total comenttous material adm = Total Cementitous x Desage ear ‘540 kgx (0.8 100 ka) Wedmic = 432 Liters (1.1 KOU) Water Cement Ratio, wie Estimated wie= 03058 Estimated wight of water, Ww ‘ww (wie x Total Comentitous Materia) ww = 03056 x 40 Wwe 165 kg Volume of entrapped alr, Va (Acl211 Table A153.) Va= 3.00% Volume of Coarse of Aggregates 088 Dry Rodded Volume of Coarse Aggregates 2768 2782 ost 1.528 1628Weight of 8" Coarse Aggregates: ‘Vea x Dry Roded Unt Weight 38 CA 0580 x 11628 . 943 kg ‘Absolute Volume: Water . 165, 0.1850 m? KT coment : 540 0.9742 m? IX 1000 aac a : 3 = 03308 n? TEBX 1000 ie = 0.020% 10, 0.0200 m? “Total sohd volume of ngredens witout ine apgrgates, Vi (0.6800 m ‘Sold Volume of Sand, Ve Ves 1. Wt Vs= 1. 0.6000 : 03010 mn? Weight of Fine Aggregates, Ws Wes 03010 x 2537 x 1000 = 764 tgs. IV. DESIGN BATCHWEIGHT Water 165 kgs. Cement 540 kgs. ‘3 Coarse Aggregates 943 kos. Fine Aggregates 764 kgs. ‘Type G Admature (ACS -PG2) 475 kos \V. REMARKS \Water and aggregate batehoights are subject for adjustment due to feo moisture inthe sparegates| Prepared by: ‘QA/OC EnainoorD.M.CONSUNJI, INC. Concrete Products Business Unit Ready-Mixed Concrete Division ‘Quality Control Section CONCRETE MIX DESIGN (ACI-211) Date, ‘August 3, 2024 Project C5 Lik Expressway Segment 38 Project |. DESIGN REQUIREMENTS: ‘Concrete Class Compressive Strength skimp Max. Size of Aggrogato Penland Coment Cement Factor ‘amoaure ‘Type of Fine Agaregates Source of Fine Aggregates Source of Coarse Aggregates (38°) Source of Coarse Aggregates (3°) Source of Fy Ash I DATA FROM PRELIMINARY TESTS: Fineness Modulus ‘Specie Gavi (ORY) ‘Specie Gaviy (SSO) Absorption, % Unt Weight (LOOSE), kgfcum. ‘Unt Weight (RODDED), kgfeum 1. DESIGN CALCULATION: CComontitious Material = 100% Cement CEMENT = 1.000 x Lass $50, T2S0PSI@ 3 days 4175250 mm 38° (10mm) “ype |- (Republic Cement, Tees 600 iglcum AACS Prodrele PSP -PG2 Wie Sang TTapang, Porac Pampanga Sold integrated, Montalban Rizal Sold integrated, Montalban Rizal Pozzoiane ws 2940 24st 2537 3.28% 1574 1697 2) (15 bags) : 600 kas, Volume of Type G Admixture, Vadmix ACS -PG2 Dosag Vasmoe Waa Water Coment Ratio, wle Estimated we = 02750 Estimated weight of water, Ww Wa Ww= 02750. x wwe tes kg Volume of entrapped alr, Va Va= 3.00% ‘Volume of Coarse of Aggregates Dry Rodded Volume of Coarse Aggregates (08 Lier /100 hg total eoretitous matrl Vadim = Total Cementiious x Dosage {600 x (0.8 100k) 148 Liters (1.1 ght) 48 ttre 52816 ((wlex Total Comentvous Materia) (aci211 Table a1 533) ° 58 1A. 2768 2782 ost% 1529 1628Weight of 318" Coarse Aggrogates ‘Vea x Dry Roded Unt Weight 38 CA 0580 x 11628 . 243g ‘Absolute Volume: Water - 0.1650 m? coment . 0.1995 m* aaa 7 = 03308 m TE ae . 0.020x10 0.0200 m* “otal sd valme of redionis without fre aggregates, Vi 07104 m Soli Volume of Sand, Ve Vest: Vt Ves 1. 0714 - 02616 m? Weight of Fine Aggrogates, Ws Ws 02816 x 2537x1000 . 714 Kgs. IV. DESIGN BATCHWEIGHT Water 165 gs. Coment 600 kgs. {YB Coarse Aggregates 843 Kos. Fine Aggregates 714 tas. “Type G Aamoture (ACS -PG2) 5281s V. REMARKS ‘Water ana aggrogatebatenweights ae subject fr adjustment duet free moisture in the aggregates Propared by: Noted by:D.M.CONSUNUI, INC. Concrete Products Business Unit JReady-Mixed Concrete Division ‘Quality Control Section ‘CONCRETE MIX DESIGN (ACI-211) Date ‘August 7, 2024 Project C5 Link Expressway Segment 38 Project |. DESIGN REQUIREMENTS: Concrete Class = peop Flexural Srngth 2 560Fex @ 7Days slump 2 100200mm Max Size of Aggregate > 192"7Smm onland Coment = Type (Republic Cement, Teresa) Cement Factor 2 480 kgicum. (11.5 bags) Aamodure * ACS Prokrate PSP -PX4 Type of Fine Aggregates > White Sand Soures of Fine Aggregates = Tapang,Porac Pampanga ‘Source of Coarse Aggregates 6") - Solid inlegrted, Montalban Rizal, ‘Source of Coarse Aggrogates (34") Sold lopfted, Montalban Rizal Source of Coarse Aggregates (G-1") = ——Rodock Montalban Fiza Source of Fy Ash + Pozzolanic I DATA FROM PRELIMINARY TESTS: ws CA EA TCA Fineness Modulus 2540 : Es zi ‘Specie Gravy (ORY) : 2487 2761 2isr 2622 ‘Specie Gravity (SSD) 3 2537 275 273 2a ‘Absorption, % : 3.20% 050% oom 081% ‘Unt Weight (LOOSE), kpfoum : 574 1821 1593 144a ‘Unt Weight (RODDED), talcum = 11687 1628 ‘iss 1/600 DESIGN CALCULATION: ‘Cementitious Material = 100% Cement CEMENT 460 Volume of Type G Admixture, Vadmix ACS -PX4 Dosage = 14 Ler /100 kg total cementitious materi! Vase = Total Comenitious x Dosage vaso "460 kg x4! 100g), 6.4 ters Wace 6.44 Liters x (1.048 kgf) = e74K9 Water Cement Ratio, wie Estimated wie= 0.3587 Estimated weight of water, Ww ‘Ww = (wie Total Cementitious Material) ww= 03587 460 Wwe 165 kg Volume of entrapped alr, Va (Ac1211 Table A123) Va= 100% Volume of Coarse of Aggregates Dry Redded Volume of Coarse Aggregates osWeight of G-1" Coarse Aggregates: WG1= Vea x Dry Rodded Unt Weight Gt CA Wot= 0600x065 1,600, . etka ‘Weight of 34” Coarse Aggregates ‘eax Dry Redd Unit Weight 314 CA 0600x025 1.683, = 249g Weight of 31 Coaree Aggregates W38= eax Dry Rodded Unt Weight 318 CA Wse= 0600x010 1626 = 98 hg Absolute Volume: Water . 165 0.1650 m? TOK 1000 Cement - 460 0.1484 3x 1000 ica 2 24 0.2109 m? FaBX 1000 wo : 249 = 00803 m? 3c A 0.0352 m* 0.0100 m? “otal sod valume oF narea 0.8672 m Solid Volume of Sand, Vs Vest Wt ves 1. 06672 - 03328 m? Weight of Fine Aggregates, Ws Ws= 03028 x 2537 x 1000 . 8 gs. |V. DESIGN BATCHWEIGHT ‘Water 105 koe coment 460 kos. G1 Coarse Aggregates 624 kgs. 16 Coarse Aggregates 249 kgs. “ye Coarse aggregates 88 kos Fine Aggregates kgs, “Type G Aaroture (ACS - PX) 674 koe \V. REMARKS wi and aggregate batchwelghts are subject for aqustment du to free mals nth aggregates Prapared by: Noted BALE IBAR rt INC Engineer Se SupervisorD.M.CONSUNUI, INC. Concrete Products Business Uni Ready-Mixed Concrete Division ‘Quality Control Section ‘CONCRETE MIX DESIGN (ACI-211) Date August 7, 2024 Project CS Link Expressway Segment 38 Project | DESIGN REQUIREMENTS: Concrete Class Poor Floaual Svength * §80Flex @ 14Days ‘Slump + 100200mm Max Size of Aggregate 12 Gr5mm) Portand Coment = (Republic Cement, Teress) ‘Cement Factor : kgloum (10.5 bags) ‘Acmodure [ACS Proketo PSP -Px4 Type of Fine Aggregates + White Sand Souree of Fine Aggregates ‘Tapang, Porac Pampanga ‘Source of Coarse Aggregates (9/87) Sel integrated, Montalban Rizal Source of Coarse Aggregates (34) Sold integrated, Montalban Rizal Source of Coarse Aggregates (G-t") = —_Rdrock, Montalban Rizal Source of Fy Ash 2 Pozzolane 1, DATA FROM PRELIMINARY TESTS: ws BCA MCL, Fineness Modus F 2940 - - ‘Specie Gravy (ORY) E 2as7 2761 2767 Specie Gravity ($$) 2537 2778 2793 ‘Absorption, % 3 3.20% 050% 098% Unt Weight (LOOSE), kgleu. E 57a 1821 1593 Unt Weight (RODDED), kpfeum, : 1697 11628 11683 DESIGN CALCULATION: Cementitious Material = 100% Coment CEMENT 20 Volume of Type G Admixture, Vadmix ACS -PX4 14 Uter 00 kg total comentious material Total Comentiious x Dosage 1420 kg x(14! 10049) 5.88 tors 5.88 Liters «(1.046 Kg) = 615kg Water Comont Ratio, wle Estimated wie= 0.3029, Estimated woight of water, Ww ‘Ww = (wie x Total Camenttious Matra) ww= 03620 x 420 Wwe 165 ig Volume of entrapped ar, Va (ACI 211 Table 1533) Va= 100% Volume of Coarse of Aggregates Dry Rodded Volume of Coarse Aggregates os rea 2622 2805 8% ee +600Weight of G-1" Coarse Aggregates WG!= Vea xDry Rodded Unt Weight G1 CA WGi= 0600 x06 1,600 . eat kg Weight of 14" Coarse Aggregates: W3I4'= Vea x Dry Rodded Unit Weight 314 CA wae= 0600x025 1,663 . 249g Weight of 78° Coarse Aggregates. ‘eax Dry Rodded Unt Weight 38 CA 600x010 1626, = 9 kg Absolute Volume: Watec 1s = 0.1080 ni? aK Cement : 40 = 0.1385 mi? ST 1000 cic : 24 0.2169 m* FeHBX 1000 McA . 249 = 00803 m? Za 1000 38C.A : 8 (0.0362 m? BITE X 1000 Ae = ‘0.010 10, ‘0.0100 m? (0.6549 m Weight of Fine Aggregates, Ws wes 03457 x 2897x1000 7 877 gs IV, DESIGN BATCHWEIGHT Water 15 koe. Cement 420 kos. G1 Coarse Aggregates 624 kgs, 34 Coarse Anoregates 249 has. 48 Coarse Aggregates 98 kgs Fine Aggregates 877 kgs. Type G Aamir (ACS - PA) 6.15 38 V. REMARKS \Wter and aggregate batceighs are subject fr aejustment duo to ree moisture inthe aggregates Propared by: by: WF) BAR SAIQC Entioer ‘Sr QISEE Supervisor