Pretensi Beton Pracetak yang berfungsi sebagai jembatan bentang pendek (bentang maks 17 m). Void di slab membuat struktur jembatan lebih ringan dan lebih efisien.
SNI 1725-2016, Standar Pembebanan untuk Jembatan
BMS 7, Bridge Design Code
AASHTO – 2002, Standard Specification for Highway Bridge
ACI 318-19, Building Code Requirement for Structural Concreter
SNI 03-2847-2019, Indonesian Concrete Code
PCI Mnl-133, Bridge Design Manual
| Item | Specification | Reference | |
| Aggregate | ASTM C33 – 2018 | (Standard Specification Concrete | |
| Aggregates) | |||
| SNI 8321-2016 | (Concrete Aggregate Specification) | ||
| Cement | SNI 15-2049-2015 | (Portland’s Cement) | |
| Admixture | ASTM C494 – 2019 | (Standard Specification for Chemical | |
| Admixture for Concrete) | |||
| Concrete | Compressive Strength | SNI 2847-2019 | (Structural Concrete Requirement) |
| at : 28 Days : 500 kg/ | |||
| cm2(Cube); 42 MPa | |||
| (Cylinder) | |||
| PC Strand | KBjP-P7 RB | SNI 1154-2016 | (Uncoated Seven Wire Stress Relieved |
| Strandard for Prestress Concrete (Pc | |||
| Strand/KBjP-P7)) | |||
| Grade 270 | ASTM A-416-18 | (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) | |||
| Reinforced Rebar | BjTS 420A For D ≥ 13mm | SNI 2052-2017 | (Concrete Reinforcement Steel Bar) |
| BjTP 24 For D < 13mm |
| Pemilik Proyek | : |
| Lokasi | : |
| Lingkup Pekerjaan | : |
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