Precast Slab Pretension product used in the pile slab structure as main road or ramp. Full slab is easy to install. This product is solution for constructing road on poor soil conditions.
Category :
Precast Slab Pretension product used in the pile slab structure as main road or ramp. Full slab is easy to install. This product is solution for constructing road on poor soil conditions.
| Product ID | BC-2.58.0-6.9 |
| Availability | Prepared by Order |
| Price | Please contact our marketing |
| Width (mm) | 2580 |
| Height (mm) | |
| Length (mm) | 6975 |
| Thickness (mm) | 350 |
| Volume (m3) | |
| Weight (kg) |
| Moment Crack (ton.m) | |
| Moment Ultimate (ton.m) | |
| Allowable Axial Load (Ton) | |
| Crack Load (kN/m) | |
| Ultimate Load (kN/m) | |
| Outer Diameter (mm) | |
| Inner Diameter (mm) | |
| Hydrostatic Pressure (MPa) |
| Product ID | BC-2.58.0-6.9 |
| Availability | Prepared by Order |
| Price | Please contact our marketing |
| Width (mm) | 2580 |
| Height (mm) | |
| Length (mm) | 6975 |
| Thickness (mm) | 350 |
| Volume (m3) | |
| Weight (kg) |
| Moment Crack (ton.m) | |
| Moment Ultimate (ton.m) | |
| Allowable Axial Load (Ton) | |
| Crack Load (kN/m) | |
| Ultimate Load (kN/m) | |
| Outer Diameter (mm) | |
| Inner Diameter (mm) | |
| Hydrostatic Pressure (MPa) |
| Product ID | BC-2.58.0-6.5 |
| Availability | Prepared by Order |
| Price | Please contact our marketing |
| Width (mm) | 2580 |
| Height (mm) | |
| Length (mm) | 6500 |
| Thickness (mm) | 350 |
| Volume (m3) | |
| Weight (kg) |
| Moment Crack (ton.m) | |
| Moment Ultimate (ton.m) | |
| Allowable Axial Load (Ton) | |
| Crack Load (kN/m) | |
| Ultimate Load (kN/m) | |
| Outer Diameter (mm) | |
| Inner Diameter (mm) | |
| Hydrostatic Pressure (MPa) |
Tol Pematang Panggang – Kayu Agung STA 108 + 600 – STA 185 + 600
| Owner | PT Waskita Karya (Persero) Tbk |
| Nilai Proyek | 326,801,945,800 |
| Project Year |
Jalan Tol Krian – Legundi – Bunder – Manyar (KLBM) Seksi 1
| Owner | PT Waskita Karya (Persero) Tbk |
| Nilai Proyek | 93,187,527,400 |
| Project Year |
Proyek Jalan Tol Cibitung Cilincing Seksi 1
| Owner | PT Waskita Karya (Persero) Tbk |
| Nilai Proyek | 45,428,407,268 |
| Project Year |
Tol Krian – Legundi – bunder – Manyar Seksi 2
| Owner | PT Waskita Karya (Persero) Tbk |
| Nilai Proyek | 42,631,037,760 |
| Project Year |
Jalan Tol Cibitung – Cilincing Seksi 2
| Owner | PT Waskita Karya (Persero) Tbk |
| Nilai Proyek | 29,793,700,000 |
| Project Year |
Tol Kayu Agung Palembang Betung STA 0+000 – 40+000
| Owner | PT Waskita Karya (Persero) Tbk |
| Nilai Proyek | 23,105,617,600 |
| Project Year |
Tol Ciawi-Sukabumi (Bocimi) Seksi 1 Paket 2.1
| Owner | PT Waskita Karya (Persero) Tbk |
| Nilai Proyek | 12,946,953,972 |
| Project Year |
Tol TBKA Zona KLB2 & TBPP (HK-4) Jembatan Sodong
| Owner | PT Waskita Karya (Persero) Tbk |
| Nilai Proyek | 10,567,090,276 |
| Project Year |
Tol Terbanggi Besar – Kayu Agung (Sta. 100+200 sd 112+200)
| Owner | Waskita – Acset KSO |
| Nilai Proyek | 6,403,841,810 |
| Project Year |
Tol Pematang Panggang – Kayu Agung Seksi 4
| Owner | PT Waskita Karya (Persero) Tbk |
| Nilai Proyek | 2,094,271,000 |
| Project Year |
| RSNI T-02-2005 | Standar Pembebanan untuk Jembatan |
| BMS 7 | Bridge Design Code |
| AASHTO – 2002 | Standard Specification for Highway Bridge |
| ACI 318-2011 | Building Code Requirement for Structural Concreter |
| SNI 03-2847-2013 | Indonesian Concrete Code |
| PCI Mnl-133 | Bridge Design Manual |
| 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 for Concrete) | |
| Concrete | Compressive Strength at : 28 Days : 500 kg/cm2 (Cube); 42 Mpa (Cylinder) | SNI 2847-2013 | (Structural Concrete Requirement) |
| 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) | |
| Reinforced Rebar | BjTS 40 For D ? 13mm | SNI 2052-2014 | (Concrete Reinforcement Steel Bar) |
| BjTP 24 For D < 13mm | SNI 2052-2014 | (Concrete Reinforcement Steel Bar) | |
| Kontak | Eko Bredi Satrio |
| +6281316276005 | |
| area1@waskitaprecast.co.id |
| Kontak | Varian Wishnu Brata |
| +6282311663638 | |
| area2@waskitaprecast.co.id |
| Kontak | Bernadus Kusuma Danu |
| +6281548669966 | |
| area3@waskitaprecast.co.id |
| Kontak | Heru Purnomo |
| +6282261522245 | |
| area4@waskitaprecast.co.id |
Teraskita Building
Jl Letjen MT Haryono Kav. No.10A
Cawang, Kramat Jati, Jakarta Timur
DKI Jakarta 13630