Appendix B - Concrete Mix Design Data Sheet

(9COM 6000000453: Ready-MIIC Concrete)

TO BE COM:PLETED BY PURCHASER AND APPROVED BY ID/BP&CTU

l8l READY MCX CO CRETE 0 MIX DESIGN WITH WAIVER □

SPECIAL CONCRETE

□1
l8J RUCTURAL 0 NO - TR CTURAL
PLA AME: BACO RMC BP2 (SN:R30640721) TYPE OF CEMENT: rgi
LOCATCON: LIA, JUBAJL (MFC:30006313) D J + Natural Pozzolan
EXPOSURE TYPES: (SAES-O-001.10/18. Table 2): S2
�llli'll' ffi!
BATCH WEIGlnS I CUBJC METER
Ml D• JG REQUIR M•NT r D IG TRIAL
R ADY IXF,D 0 RE E CRITERIA RE ULT M TERJAL QU Tl REMARK

Uniformity Test-Mixer(%) 7.5% 1.5 Cement (kg) - SRC 380 ECKSA,

ASTM Cl50M
Comp. Strength @ 28 Days, MPa 35 54.9 Pozzolan (kg) NA
Comp. Strength @ 7 Days, MPa NA 46.5 Micro Silica (kg) NA
Cementitious Materials (kg) 360{min) 380 ¾" AggTegate (kg) 755
CA-Crushed &
W/C Ratio (Max.) 0.40 {max) 0.376 ¾" Aggregate (kg) 405 FA-Naiural
per 09-S AMSS-88
Slump(mm) 150±40 135 Sand (kg) 690
ASSIC on Hardened Concrete(%) 4 (max) 0.39 Free Water (kg) l37 HACO ROP fUBAII.
Pe, ASTM Cl 002
WSCJC on Hardened Concrete(%) 0.15 (max) 0.06 Ice Flakes (kg) NA
Admixture I (ml.) 4550 S lnlciuro 51 OM.
Coopla51 R. FOSROC
Admixture 2 (ml.) 1500 p..-ASTM 0194

WMI (JP[); REQUIRED AITACHMENTS

(A) Mineral Aggregoles and Row Material Latest TesL Reports by o audi Aramco (BJ Tests on concrete mi,ring water l8J
Approved TPCTL. {C) Cemenlitious materials mill certtfioatcs l8l
Dorlgn n .. 1gn (D) Adrnixture Sheets l8J
MANDATORY AGGREGATE Co•rst l..lmlll
TEST
F1nf' L.imll.1
(E) Appendices A, C &, 7, 28 days CST l8l
4¾) (¾}
(F) Cenl.lJII Mixers Uniformity Tests 181
Clay Lumps & Friable Part icles 181 5.0 [8J 3.0
(G) Document batch printout 181
Materials Finer than #200 Sieve l8l J.O [81 3.0 Tests on WSCIC/ ASSIC on ConcrelC
(H) 181
Chert, Cool & Liimite l8l 5.0/(l.5 [8J 3.0/1 1.\ l.-lVIJ/110\ 1/ IE.H.
(l) 0
Magnesium Sulfates S0UI1dness l8l 25 [81 25
Raw l & 2 Combined l8l 6.0 l8l 6.0
Los Ami.eles Abrasion l8l 50 □ -
Absomtion l8l Z.5 □ .
Elonl!alion/Flakiness 181
14.1117
□ -

NAME UI\TE

MAHMOOD AL MARZOOQ
Batch Pinnt M.onngcr

BP&CTU USE ONLJ'

MIX DESIGN ID NO. MlX DESIGN NOTES

AFAL-JUB(2)-35V-51 (LRC) 1. Valid on ambient temperature of 10°C and above only.

2. Aligned with 09-SAMSS-097 & SAES-Q-001.
MlXDESIGN VALIDITY 3. Valid for structural concrete only.
Aug. 11, 2025
CRMNO.: I 4044576774
R6CEJVWG DATE: I 01/08/2023
6 J'AL /./ATOR /./Slill ID: I gadhibja

,E
Nagi B. Elbashir A.pprO\ID) or 1his: mi.>: design i:1 valld as: lang as Lhe.mw m1ucrlals ru-e. not modifli!!.d (sou�, type_
DATE SIGNATUH� qu1mtity). '1111: v.i.hdity oflho&pprl;llVIII remains coly iflbc requin:<1 qu11Jity testing reports ofa1l the
row ma1<rioa arc upd.olcrl •• l'CGUlrcd by Saudi Aranm, 1ppn,pria1e slandsrds •nd submitted 10
Jan.22, 2023 10/BP&CTU on mon1h1y bo,I._

Ilatcla Plant & CMI Testing Unit upervisor

Saudi Aramco: Company General Use Rcv.O

 Appendix C - Concrete Mix Design Trial Batch Report
(9COM: 6000000453: Ready-Mix Concrete)
TO BE COMPLETED AND CERTIFIED BY A SAUDI ARAMCO APPROVED CJVlL TESTING LABORATORY

PL T AME HACO RMC BP2 (SN:R3064072 I) LOCATION LI.GH.T IND. AREA, JUBAILCJ1Y
DATE&TIM NOV MBER JO, 2022 / 11 :4 I MT? • MJ.XID 60-102-7106
TRUCK 0 HACOTM#254 CLASS OF MOC 35 MPA TYPE V CEMENT @3 A.OURS
TRIALCRM# 404449676 STRU RE

A- MOISTURE CONTENT ADJUSTMENT

MOI TURE ADJUSTMENT
Q ANTITY CONDITION ABSORP'tlON
MATERIALS CONTENT
(k11) (Air Dry/Wei) (%)
(%) (¾) (LI c.-s)

'lil"Aggiegates 7SS Wu 1.90 2.00 O.IO 0.755

¼" A@grcg,ues 40S We 2.10 2.20 0.10 0.405
Sand 690 AlrDry 0.01 . 0.01 0.069
TOTAL 1.22!1

8- BATCH WETGJIT PER CUBIC METER

MATERIAL TYPE QUANTITY SOURCE I MANUFACTURER I CITY LOCATIO

Cement (kll} V 380 Sa.udl Cement Cnmpnny, Hofur, Eastern Provine<, KSA. ASTM Cl50M
Natural Pm:zolan (kg) N.Pozzol•n NA AS'TM C6 l 8, Clm N
Mlcrn silica (kg) Dcru,lOed NA ASTM CI240, !f Jeq uired.
�" Aggregates (kg) Crushed 755 Al Soman CrUJJhcr, Riyadh Ruad, Saudi Arabia
¾'' Agsregares (kg) Cru,bcd 405 Al Soman Crusher, Riy•db Rood, Saudi Arn bin
Sand (kg) Nnturill 690 Jubeil Quarry, Juboll
Free Water (Li1ers) Potnble 97 HACO RO .Pion I, Jubail RMC BP
rco Plakes (kg) l'lake 40 RACO Ice Plant, Juball RMC BP (7S¾ mu., lr.-.qulrcd)
Admi,ture I (Liters) Supcrpla,tici,.er 4.55 Strncluro 5.I0M, FOSROC. Type F&G from Damm am
Admiittwe2 (Liter:,) �rardor 1.50 ConplHI R, FOSROC. Type D from Dammam
WateT/Ccmcnt Ratio 0.376

C- TESTS ON SLUMP TEMP.Cal VARIOUS TIME lNTERVALS

DATE: 11/10/2022 I TIME INTERVALS INITIAL 30Mim. 60Mins. 90 Mins. 120 Mins. 150 Mins. l80 Mins.
RMC TEMPERA TIJRE (Mu. = 35 °C) 26.5 28.9 29.8 31.1 31.8 32.0 32.8
TRUCK MIXER ORUM No. OF REY. (mnx = 600) 49 75 88 101 129 161 191
RMC SWMP (150.:40 mm) 200 190 180 175 170 160 135
AMBIENT Temp. (Hol Weather is 29''C or higher) 24.1 24.9 25.2 25.8 26.1 26.3 26.5
TIME (hi RH:MIN, Oisoharl?Cd Max = 180 minutes) 11 :41 12:11 1'2:41 1.3:.11 13:41 l4:1 I 14:31

D- UNIFORMITY CO.MPRESSJVE STRENGTH TEST RESULTS (Cvlinde.r Mold• 150 mm 0 X 300 mm hieh. ASTM C470. Mn. ±2 mm)
Unlformlli· T.s1: 15% on 09/19/2022 11117/2022 12/08/2022
NUMBER OF DAYS 7(Lab) I 7(Fleld) 28(Lab) I 28 (Field)
verQge of'l8 day, CST

COMPRESSNE STilENGTH (MPa) 46.5 I 43.7 54.9 I 46.3 50.6

Dlffrrence in Comp. Streng1b (Mio• 85o/,) 94 84
UNIT WEIOHT(1<g/m') 2443 I 2368 2426 I 2380

E- PEClFICATIO
0.06
ACID SOLUBLE SULFATE ION CO TliNT(ASSIC AITER28 -42 DAYS, MAX. =4.0"/4) 0,39

Cutllied By:
TPCTI.Su\Ml'
l!AJ11f. or MUD] ARAMCO l'PRO\ DTPCTI. IEHAD ALI AL ADIIID gadhibja 01/19/2023
ACES An.1b Company ror Labon1lone1 & Soll DATO.f Vt.,\1lfS & □VlL TfSTINC UNIT REPll.ESf..NTATIVE

NAJl1E & CITA 11) NO.

.5':
Vllhlmor- .P. Amma)' Jr., 0'157 !J{"t:"' ; ' co U�TING SEIWICll.� D&PAR.TM£>.'T REPRF'-'1£.NTATIV (lPArr �Cl,BL6)
TPCTL Supervlior

Saudi Aramco: Company General Use