ITEM | SPECIFICATION | REFERENCE |
Aggregate | | ASTM C33 – 2016 | (Standard Specification Concrete Aggregates) |
| SNI 8321-2016 | (Concrete Aggregate Specification) |
Cement | | SNI 15-2049-2004 | (Portland�s Cement) |
Admixture | | ASTM C494 – 2016 | (Standard Specification for Chemical Admixture forConcrete) |
Concrete | Compressive strength at 28 day : 500 – 800 kg/cm2 (Cube); 42 � 65 MPa (Cylinder) depends on beam span | SNI 2847-2013 | (Structural Concrete Requirement) |
Reinforced Rebar | BjTS 40 For D >10mm | SNI 2052-2014 | (Concrete Reinforcement Steel Bar) |
BjTP 24 For D ? 10mm | SNI 2052-2014 | (Concrete Reinforcement Steel Bar) |
PC Strand | KBjP-P7 RB | SNI 1154-2011 | (Uncoated Seven Wire Stress Relieved Strandard for Prestress Concrete (Pc Strand/KBjP-P7)) |
Grade 270 | ASTM A-416 | (Standard Specification for Uncoated Seven_Wire Stress Relieved Srand for Prestressed Concrete) |
SWPR7BL | JIS G 3536 : 2014 | (Uncoated Stress-Relieved Steel Wires and Strands for Prestressed Concrete) |
Post Tension System | VLM System | | |
DSI System | | |
Post Tension Grout | Compressive Strength : at 7 Day : 27 Mpa, at 28 Day : 30 Mpa | BS EN 447 : 2007 | (Grout for Prestressing Tendon. Basic Requirement) |
Pin Connector | S45C | JIS G 4051:2009 | (Carbon Steel for Machine Structural) |
C45 | DIN EN 10083-2:2006-10 | (Steel for Quenching and Tempering) |