0 ratings 0% found this document useful (0 votes) 84 views 5 pages Concrete Design
The document outlines various concrete mix designs prepared by RMB Global Ready Mix Concrete Industries for different projects in Abu Dhabi, including specifications for materials, quantities, and durability requirements. It includes details for C20/20, C35/10, C40/20 mixes, highlighting the use of materials like Arabian cement, crushed limestone, and recycled materials. Each mix design specifies the maximum temperature for concrete placement and the necessity for timely transportation and discharge of the concrete.
AI-enhanced title and description
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content,
claim it here .
Available Formats
Download as PDF or read online on Scribd
Go to previous items Go to next items
Save concrete design For Later aa 3 55 AlaN dala AN) delved Jl gla (os al oI
RMB GLOBAL READY MIX CONCRETE INDUSTRIES L.L.C.
er AIMB-AO/40/03/2025/256R are 1a op25
CONCRETE MIX DESIGN FOR €20/20 ~ 20MPa (SRC)
BLINDING
‘MAIN cONT. (M/s. DANWAY
GIViLSUBCONT > M/s. AZTECIMIDDLE EAST CONTRACTING LLC
CONSULTANT | -M/e SDE
ueNT M/s. TAQA TRANSMISISON
rmuseer | N-8922 NEW 132/22KV RIYADH CITY SUBSTATION
LocaTion AIVADH CITY, ABU DHABI, UAE
‘Mix CODE vewz20me
[__ SPECIFICATION Unit | QUANTITY | TYPE OF MATERIAL SOURCE
a ‘aRaoraN CEMENT sf
‘ocas ig/a®—|_0|RECYCIED MATL
irene Sm — kay “pecveueo mates a
(20mm AGGREGATE a 60___ [CRUSHED LIMESTONE WESTERN BAINGONA GROUP, FTATRAH
[lomm accreGare hay $50 CRUSHED LIMESTONE —WESTEN BANOONA GOUE FUIao
|smmaciccare — ign? “620 WESTERN BAINOONA GROUP, FUIAIRAH
[DUNE SAND kg/m “aid |WATURAT ‘acai
ine wai ie By ~|TACH DISTRIBUTION
[ABSORBED WATER heft | a om =
TOTAL WATER [fm :
DyNAMON sR T80———|~Ie/® ‘APE
(FREE W/C RATIO |
‘DURABILITY REQUIREMENTS cme AND SULFATE Conrevr|
r 1 tale Re teas). decor
TOTALCOARSE AGGREGATE kg/m? 28D Hoy wee covet
TOTALFINE AGGREGATE Agim WATTS aii
COARSE AGGREGATE ASTI C497 028 Doys
fo rn
Bes fomsmistatoip" | MA
hase
ner era RT
19.81 Port 208 ot 28 days =
Howie
TOTAL WET DENSITY
Prepored & Venfied by: |
{Qc Encineer
+ Spas Gravity of Cm 1158 Crushed Uinestone Areas)
+ Sup Tolerance oe in conc pe S E206 and 85350
+ ie ooag cj omrars wb jes aor ne sucess completion of bath Blt Kl i
+ Gone sb transcend wii 120 mine of bring
1 he tempertre of poe ort mit at exceed 30°C
270, 05mm 268, a Done Sand 2.68.
vss-1.03/Re ha 0525.10.2028 ese Ns ONOR12.246)
Osatall Quyalallell— gag aaaw— Vian sO" Col lag A MEMO!
Emel cnanemiadyicee Wecwwmmarymacen Oy EMEApS Sj ALaI ASL AN do linad Jl gla (oi al 5}
RMB GLOBAL READY MIX CONCRETE INDUSTRIES L.L.C.
EE AMB.AD/Un/as/2005/2578 bare: 80H 25,
CONCRETE MIX DESIGN FOR C20/10 ~ 20MPa (MSRC)
SCREED
‘MAIN CONT. M/s. DANWaAY
CIVILSUBCONT. : M/s. AZTECMIDDLE EAST CONTRACTING LLC
CONSULTANT > M/e. EOE
cuenr 2 M/s. TAQA TRANSMISSION
prune 2 N-1S811 NEW 132/22KV RIVADH CITY SUBSTATION
LOCATION [RIYADH CITY, ABU DHABI, UAE
vew2o10m2
‘UNIT | QUANTITY | TYPE OF MATERIAL SOURCE
ain 70 MsAC ‘ARADIAN CEMENT = a
kg/m RECYCLED MATT
gym | RECYCLED MATES iene
ent (CRUSHED UMESTONE — FUIAIAH |
40mm AGGREGATE kg/m? “(CRUSHED UMESTONE — FusamRAHt 7 |
‘mm AGGREGATE kg/m? (CRUSHED LIMESTONE (rusaiRall mor
[DUNE sano gym | (NATURAL aay =
A 7 —TTACH DISTRIBUTION
lef | :
Tora WATER itn? coon
DrNAMON SR aD tn M/s. DANWaAY
PING CONT. ‘M/s. AZTECIMIODLE EAST CONTRACTING LC
CONSULTANT M/s
cuENT M/s. TAQA TRANSMISSION
reuse 1N-28811 NEW 132/22KV RIYADH CITY SUBSTATION
LOCATION RIYADH CITY, ABU DHABL, UAE
mixcooz > vewastooz
SPECIFICATION (QUANTITY | TYPE OF MATERIAL SOURCE
CEMENT [380 fore “ARABIAN CEM
‘cas [0 (RECrCLED Marrs i |
hese — o——wucreroarts
‘20mm AGGREGATE — _ [0 ens uesrone— puna ed
|tomm AGGREGATE ~ aaa ehusneDmesTONe — FuIARaHT
[5mm acoReGare CRUSHED LIMESTONE FUIAINAH c
‘DUNE SAND NATURAL “avai
REE water —— ra |TaGA bisraraUTION
“ABSORBED WATER
TOTAL WATER
DDyNanion se 7000)
"FREE W/C RATION
Tora CEMENTINOUS ——
sue
| supenpvasricneR ——iwArer
[TOTALAGGREGATE
TOTAL COARSEAGGREGATE _ka/m?
TOTAL FINF AGGRFGATE
(COARSE AGGREGATE
‘RCP (Cou) ASTM C1202 / |
920 | aasaro T2770
‘990 Wa(s651881:Po 1227)
ASIM C57 28 Doys
BE
Bg
5 wo mm) 8560 32380: Port ‘Suhote Content 503]
alin
%
2 18/01N 2088 ot 28 Days ‘by Weiaht of Coment
% 48.17 is Ps are
%
eer
NITY ___|ka/as®
DUNE SAND
vouwMe is
TOTAL WET DENSITY
(77 |
Prepottd & Verified by:
__"acensineer
[BAF foo TRB ae
Part208 0128 dors
E
+ Specialy of Cement 385 & Cuahed Limestane Agee Bis - 270, 5mm 2.8, and Dane Sond-268,
+ ine cosoge of aamueres tbe ada ace conto of cig lo tl i
* Conretemust be wansotadend fly schargd within 120 eis batcio
+The tomperture of supledcnesete mus teed 30°C
‘vs. TAR Ne: 05725202023) NoO2 122016)
2 © Te
= aa entGetndinive Wolken ayeara-3SjALaII Als AN delical JL gla os al 5!
RMB GLOBAL READY MIX CONCRETE INDUSTRIES L.L.C.
‘REF: RMB-AD/W/0/05/2025/449 bare. 14 May 25
CONCRETE MIX DESIGN FOR C40/20 ~ 40MPa (35%OPC + 60%GGBS + 5%MS)
SUPERSTRUCTURE
MAINCONT. M/s. DANWAY
CIVILSUBCONT. : M/s. AZTEC MIDDLE EAST CONTRACTING LLC
CONSULTANT: M/s. EDF
CUENT ! M/s. TAQA TRANSMISSION
PROJECT 2 NEW IN-18811 132/22KV RIYADH CITY SUBSTATION
LOCATION RIYADH CITY, ABU DHABI, UAE
MIX CODE vewaome3ms
SPECIFICATION unit | QuaNTiTy | TYPE OF MATERIAL SOURCE
‘cevier ‘g/m 140 OPC cERVENT
GBs fg/in® 240__/RECYCLED MAT'S SUPER CEMENT
(MICRO SILICA a ka/m? 20. RECYCLED MATL'S JAYEECO TRADING Zs
20mm AGGREGA ign 620 (CRUSHED LIMESTONE WESTER OWA GROUP, FLIAIRAH
“lomm AGGREGATE haf 330 CRUSHED LIMESTONE WESTERN BAINDOONA GROUP, FUIAIRAH
Smm AGGREGATE haf 600 [CRUSHED LIMESTONE -RN BAINOONA GROUP, FUIAIRAH
[DUNE SAND kay 330 |NATURAL
FREE WATER fin ua TAQA DISTRIBUTION
ABSORBED WATER Str/rm? 15. | =
[ ATER 453 pica
DYNAMON SR 1900 20-80 | SUPERPLASTICIZER (MAPEI
FREE W/C RATIO 0.36
TOTAL CEMENTITIOUS kof 400 = a
SLUMP mm | 400 +35
TEMPERATURE (Max. ) c 30. aoc an
__MIKBREAKDOWN DURABILITY REQUIREMENTS cmoniot ano suurareconTewr
TOTAL AGGREGATE g/m G90 ReP au asTnc12027 | horde Content)
TOTAL COARSE AGGREGATE | ha/m? 950 —AASHTOT2770t2800;5 | by Weight of Cement
TOTALFINE AGGREGATE | kg/m? BO WA) BS 1661Poe 227 | >, waar
COARSE AGGREGATE % $053 Astincis7or28 00 #2 re
FINE AGGREGATE % eae Sulphate Content 503)
‘20mm AGGREGATE % ee ee a 2% by Weight of Cement
{0mm AGGREGATE % 1755 1%
‘Smim AGGREGATE % S191 Warinintaee 681885 dor mox
DUNE SAND % 17.55 Part 208 at 28 days wa
vowuMe Titer 000
TOTAL WET DENSTFY afm 2445
Reviewed & Approved by:
Technical Manager
+ allsompling end testing of concrete scored out naccordance with &/@SEN /ASTH,
+ Specific Grovty of Coment 3.15, GGBS 28, MS. 2.2 & Crushed Umestone Aggregetes/SD): 20mm 2.71, 20mm 2.70, Smm- 2.68, and Dune Sand 2.64
+ Simp Tolerance rein accordance as per 8S W206 and 8S 8500
+ Simo values shal be canfemed after succesful completion of bothin pont il mi
+ The dosaae of ocnistures wil be fted after he successful cmpletion of tl
ingot trol mi
+ Conerate mus be tronsported ond fu
lscharged within 20
of batching.
«+The temperotureof supped concrete must not exceed 20°C.
NMBA. TR 03/Rey io: 05/25. 10.2023)ssue NoO1(03.12 2016)
BaatallAuyal OUoPl= gubgil— Abas Whar o—sVi" CoAT Abin gg A Member of
Tat:+871 2651 1096- AS Box GGCe- Mussafen: Abu Ohabl- Lied Aa Ertos
e Brus
Emal:infoauh@rmbreadymixae Web wiwurmoresdymixcamaad 5jAbtl Alin At detieal fli gle os al J!
RMB GLOBAL READY MIX CONCRETE INDUSTRIES L.L.C.
CONCRETE MIX DESIGN FOR C40/20 ~ 40MPa (35%MSRC + 60%GGBS + 5%MS)
SUBSTRUCTURE
vanicom, ws oanune
i a a
CONSULTANT M/s. EDF
CUENT ‘M/s. TAQA TRANSMISSION
PROJECT | NEW N-18811 132/22KV RIYADH CITY SUBSTATION
ce mae
CEMENT kg/m? 140 MSRC ARABIAN CEMENT
a5 fe 40 [RECYCLED MATES ———|SuPeR coment
MICRO SILICA kay AECYCLED MATL’ JAYEECO TRADING ss
20mm AGGREGATE kal? ‘CRUSHED LIMESTONE WESTERN BAINOONA GROUP, FUIAIRAH
Sry NGGREGATE ae (CRUSHED LiMESTONE WESTERN BAINOONA GROUP, FUIAM
eat ee ——
rans
fam a
TEMPERATURE ( Max.) >
(MIX BREAKDOWN DURABILITY REQUIREMENTS [CHLORIDE AND SULFATE CONTENT
TOTAL AGGREGATE ha/m HBO RCP cau asTincian2/ | yy Lolerde Canter (2
(7 |
rebar verted by 0 renewed toproesiys |
+ Allsompling ond testing of concrete fs cried cutin accordance with 8S/RSEN /ASTM,
+ Speafc Gravity of Cement-3.15, GG85-2.9, MS~2.2& Crushed Limestone Aggregates (SSO): 20mm 2.71, 1mm -2.70, 5mm 268, ond Dune Sand-2.6
+ Stump Toleronce ere in accordance os per BS EN 206 and 8S 8500.
+ Slump values shal be confmed after sucessful eomoletin of batching plant tal mi
+The dosage of esmintres wil be fied ofer the zuccessfl completion of bathing lan tl mi
+ Concrete must be tronported an fully elscharged within 120 minutes of botching.
+The temperature of supplied concrete must not exceed 30°C,
A0aA-TR.03/Rey No: 05/2510 2028/55
-01(03.12 2016)
Saati Aayall blopl— puldgil— abo = Mana —+5VIF oolAM kiln gh Member of
el: 487) 1896. P.0. Box: S602- Mussafah - Abu Dhabi - United Arab Emirates
8712551 ‘Dhabi - Unites RMB
Email: info auh@rmbreadymixas ‘Web: wwutrmbreaduicom