Appendix B - Concrete Mix Design Data Sheet
(9COM 6000000453: Ready-Mix Concrete)
18:1 READ MIX CONCRETE
181 TRUCTURAL
PLA AME: YP,OF ME 181v
LOCATION: LlA1 JUDA.lL (MFC:30006313) D T + Natural PozzoIan
EXPOSURE TYPE : (SAES-O-001. 10/18. Table 2): S2
11P�l111'11' m,.
T BATCTI WEIGHTS I CUBIC METER
MIX DE IG REQUIREMEN S IN D• IGN TRJAL
READY Ml D 0 CRETE RJT R1 RE LT M TERIAL QUANTITY RE 1ARK
Uniformity Test - Mixer(%) 7.5% 0.5 Cement (kg) - SRC 380 ECKSA,
ASTM CISOM
Comp. Strength @ 28 Days, MPa 35 59.1 Pozzolan (kg) NA
Comp. Strength @ 7 Days, MPa NA 46,7 Micro Silica (kg) NA
Cemeotitious Materials (kg) 360(miu) 380 ¾" Aggregate (kg) 755
CA-Cruohed &
W/C Ratio (Max.) 0.40 (max) 0.376 1/," Aggregate (kg) 405 FA-N11un1I
p<r 09-SM1SS.8!
Slump (mm) 150±40 155 Sand (kg) 690
ASSlC on Hardened Concrete (%) 4 (max) 0.32 Free Water (kg) 137 HA.CO ROP JUBJ\IL
Per ASTh1 Cl602
WSClC o:n Hardened Concrete(%) 0.15 (max.) 0.02 Ice Plakes (kg) NA
4550 Struc:tum310M,
.
Admixture 1 (ml.)
Coaplost R. POSROC
Admixture 2 (ml.) 1500 per ASTh1 Cl94
lPMJCffili REQUIREDAITACTrMENTS
{A) Mineral Aggregates and Raw Material Latest Test Reports by a Saudi A.romeo (B) Tests on con<an,te mixing watar 181
Approved TPCTL. ( ) Cc,mcm1itious mmerials mill certificeles 181
I DATORV A GR£ AT Dol1111 Ddill" (D) AdmL-rnm, Sheeu 181
TE T
COllrn Llmltt Fine l..ltnlli
(E) Appendices A, C & 7, 28 days CST 181
(%1 J¾) Ccnlral Mixers Uni:funniry Tosts
Clav Lurnos & Friable Particles s.o 3.0 (F) 181
181 181 (G) Oocumcnl balch printo1J1 181
Materials Finer than #200 Sieve 181 1.0 IZl 3.0
(H) Tests on WSCIC/ ASSIC on Concrete 18)
Chert. Coal & Licmite 181 5.0/0.5 l8l 3.0/1 (I) I\) i/)/l/7/0\ I///.\/ 0
Magnesium Sulfutes Soundness 181 25 l8l 25
Raw I & 2 Combined 15<1 6.0 rgJ 6.0
Los An!!.eles Abrasiou 181 50 D -
Absomuon 181 2.S D -
Elon�tionlflakiness 181 14.1/11 □ -
NMU: DATE
MAHMOOD AL MARZOOQ
Batch Plllllt Manager
BP&.CTU USE ONLY
MIX DESIGN ID NO. MIX DESIGN NOTES
AFAL-JUB(1)-35V-45 (LRC) 1. Valid on ambient temperature of 10°C and above only.
MIX DESIGN VAhWrn• 2. Aligned with 09-SAMSS-097 & SAES-Q-001.
3. Valid for structural concrete only.
Aug. 11, 2025
CRMNO.: I 4044576774
RECEJVINGDATE: I 01/08/2023
EVALUATOR USER ID: I gadhibja
NM.IE.
Nagi B. Elbashir Appmnl of lhi, mil< dcsi/jn is volld u klllll u lbc raw materials arc not modified (source, lyp<.
DATE 'ICNI\TURE quonllty). Tho volidity oflhe opprovol rem1lns only If the required quality testing rr:poiu ofall Phe
raw m11leriah;: are updslcd as required by Saudi Ar.1mco appropriate i.tandanh; and .ubmilled to
Jan.22, 2023 IDIUP.&CTU on moo1bly buis.
Balch Plants & Civil Testing Unit upervlsor
Saudi Aramco: Company General Use Rcv.O
Appendix C - Concrete Mix Design Trial Batch Report
(9COM: 6000000453: Readv-Mix Concrete)
TO BE COMPLETED AND CERTIFIED BY A SAUDI ARAMCO APPROVED CIVIL TESTING LABORATORY
PLANT NAME HACO RMC BPI (SN :R30640nO) LOCATION LIGHT IND . AREA, JUBAILCITY
DATE&TIME NOVEMBER 10,2022 / 10:32 MFC'S MIX ID 60-101-7106
TRUCK NO ~H~AC~O
~T~M~#~2~14~_____________________ CLASSOFMUX 35 MPA TYPE V CEMENT @3 HOURS
TRIALCRM# ~4~04~4~49~6~7~6 _________________________ STRUCTURES
A- MOISTURE CONTENT ADJUSTMENT
MOISTURE ADJUSTMENTS
QUANTITY CONDITION ABSORPTION
MATERIALS
(kg) (Air Dry/Wet)
CONTENT
(.1.) ('Yo) (%) (Liters)
~"Aggregates 755 W" 1.90 2.00 0.10 0.755
lfo" Aggregates 405 Wet 2. 10 2.20 0.10 0.405
5.00 690 Air Dry 0.01 0.01 0.069
TOTAL 1.229
B- BATCH WEIGHT PER CUBIC METER
MATERIALS TYPE QUANTITY SOURCE I MANUFACTURER I CITY LOCATION
Cement (kg) V 380 Saudi Cement Company, Hofuf . Eastern Province, KSA. ASTM CI50M
Natural Pozzolan (kg) N•.Pozzolan NA ASTM C618, Class N
Micro silica (kg) Venslfied NA ASTM C1240, ifrequircd.
Yo" Aggregates (kg) Crushed 755 AI Soman Crusher, Riyadh Road, Saudi Arabia
W' Aggregates (kg) Crushed 405 AI Soman Crus her, Riyadh Road, Saudi Arabia
Sand (kg) Natural 690 JubaU QUllrry, Jubail
Free Wllter (Liters) Potable 97 IIACO RO Plant, Jubail RMC BP
Ice Flakes (kg) Flake 40 HACO Ice Plant, Juball RMC DP (75% max., If required)
Admixrure I (Lite rs) Superplasticizer 4.55 Stru cturo510M, FOSROC. Type F&G from Dammanl
Admixture 2 ( Liters) Rdarder 1.50 Conplast R, FOSROC. Type D from Dammam
Water/Cement Ratio 0.376
C- TESTS ON SLUMP TEMP. <iil VARIOUS TIME INTERVALS
DATE: 1111012022 I TIME lNTERVALS rNlTIAL 30 Mins. 60. MiTIs. 90. MillS. 120 Mins. ISO Mins. 180. Mins.
RMC TEMPERATURE {Max.'" 35°C 22.6 24.0 26.0 26.9 28.9 29.9 29.9
TRUC K MIXER DRUM No. OF REV. (max - 60Qt 19 28 52 73 100 155 176
RMC SLUMP (ISO. % 40. mm) 195 180 170 165 160 180 155
AMBIENT Temp. (Hot Weather is 29"C or higher) 22.8 23.9 24.0 24.2 25.2 26.0 26.7
T IME (in HH :MIN, Discharged Ma x - 180. minutes) 10:32 11:02 11:32 12:02 12:32 13:02 13 :32
E- CHEMICAL TESTS ON HARDENED CONCRETE After 28 - 42 da s + ANY ADDITIONAL TESTS PER PROJECT SPECIFICATIONS.
WATER SOLUBLE C HWRIDE IONS CONTENT (WSCIC AFTER 2842 DAYS, MAX - D.IWo) 0.02
ACID SOLUBLE SULFATE ION CONTENT (ASSIC AFTER 28 -42 DAYS, MAX. - 4.00/.) 0.32
Manufacturer: ls-l.,)'J-"J...
MANUfAcnJR£RSTAM '
Witnessed Dy: (FOR ARAMCO USE ONLY)
SICNATURE
RAYMO
Certified By:
NAM£ or SAUD I ARAMCO APPROVEDTPCTI.
JEIIAD AI.! AI. GADIIID gadhibja 01/19/2023
ACES Arab Company for Labanlarits & Sail BATCH P!..ANTS 0& CIVIL TESTING UNIT R£PR£SENTATTV£
NAM£o& CITA 10 NO.
VllIamor P. Amma)' Jr., 0157 CONSULTING S£RVlCLS DEPARTMENT REPRESENTATIV£ (IF APPUCABLE)
_ , IIP&CTlI . ...... _li0.ii . ..... , ,~." ,no. Io _ ... t!oa ......
Saudi Aramco: Company General Use
