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    Culvert Quantity Calculation

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    Anonymous YakppP3vAn
    The document provides detailed calculations for a single culvert including rebar quantities, concrete volumes, and dimensions. It calculates materials needed for the culvert slab, bed blocks, abutments, wing walls, and parapets. Key specifications given include a 3.4m wide x 2.55m long x 0.2m thick concrete slab with 12mm rebar spaced 150mm. The total estimated quantities are 2.244cuM of RCC, 8.551cuM of PCC, 269.28kg of rebar, and 9.324cuM of dry rubble packing.

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    Culvert Quantity Calculation

    Uploaded by

    Anonymous YakppP3vAn
    2K views2 pages
    The document provides detailed calculations for a single culvert including rebar quantities, concrete volumes, and dimensions. It calculates materials needed for the culvert slab, bed blocks, abutments, wing walls, and parapets. Key specifications given include a 3.4m wide x 2.55m long x 0.2m thick concrete slab with 12mm rebar spaced 150mm. The total estimated quantities are 2.244cuM of RCC, 8.551cuM of PCC, 269.28kg of rebar, and 9.324cuM of dry rubble packing.

    Original Description:

    This deals with the total calculation for culvert for all items.

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    The document provides detailed calculations for a single culvert including rebar quantities, concrete volumes, and dimensions. It calculates materials needed for the culvert slab, bed blocks, abutments, wing walls, and parapets. Key specifications given include a 3.4m wide x 2.55m long x 0.2m thick concrete slab with 12mm rebar spaced 150mm. The total estimated quantities are 2.244cuM of RCC, 8.551cuM of PCC, 269.28kg of rebar, and 9.324cuM of dry rubble packing.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    2K views2 pages

    Culvert Quantity Calculation

    Uploaded by

    Anonymous YakppP3vAn
    The document provides detailed calculations for a single culvert including rebar quantities, concrete volumes, and dimensions. It calculates materials needed for the culvert slab, bed blocks, abutments, wing walls, and parapets. Key specifications given include a 3.4m wide x 2.55m long x 0.2m thick concrete slab with 12mm rebar spaced 150mm. The total estimated quantities are 2.244cuM of RCC, 8.551cuM of PCC, 269.28kg of rebar, and 9.324cuM of dry rubble packing.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 2

    CULVERT DETAILED CALCULATION

    Side Slope Culvert Details


    Horizontal 0.55 m Number of Culverts 1
    Vertical 0.55 m Slab Width 3.40 m
    Slab THK 200 mm
    Bed Width of Abutment at top 0.50 m
    Bed width 0.45 m Parapet width 0.20 m
    Lining Thickness 0.10 m Parapet Height 0.60 m
    Perimeter Inner of Lining 1.228 m Abutment PCC Footing Thickness 0.30 m
    Volume 0.123 cum Bed Block Width 0.50 m
    Bed Block Depth 0.30 m
    Brief Summary for 1 Culvert Bed Block Clear Cover 30 mm
    RCC 2.244 cum Lendth of wing from abutment 2.00 m
    Steel 269.280 kg Width of wing wall at top 0.40 m
    Steel per unit RCC 120.000 kg/cum Width of wing wall at bottom 0.80 m
    PCC 8.551 cum Wing Wall PCC Footing Thickness 0.30 m
    PCC footing 4.662 cum AbutmentDR Packing Thckness 0.60 m
    DR Packing 9.324 cum Wing wall DR Packing Thckness 0.60 m
    Span of slab 2.55 m
    Width of Abutment at Bottom 1.05 m
    Height of Slab top from bed 1.05 m
    Height of abutment 0.55 m
    Height of wing wall 1.05 m

    Rebar Quantity Detailed Calculation for Single Culvert


    Slab Longitudinal Steel
    Bar Dia Spacing # Weight (kg)
    Longi 12 150 23 52.070
    12 150 23 52.070
    Trans 10 200 13 27.251
    10 200 13 27.251
    158.642
    Stirrups Bed Block
    Dia (mm) S (mm) Location # Weight (kg)
    10 150 Bed Block 23 38.571
    38.571
    Bed Block Longitudinal Bars (Enter details for one bed block)
    Dia (mm) # Location Rebar Qty (kg)
    12 5 Top 34.696
    12 5 Bottom 34.696
    69.392
    Total Steel 266.605 kg
    Steel per unit RCC 118.808 kg/cum
    Detailed Quantity Summary

    PCC footing (1:4:8)


    Abutment 2 3.40 1.05 0.30 2.142
    Wing Wall 4 2.00 1.05 0.30 2.520
    4.662 cum
    PCC (1:3:6)
    Abutment 2 3.40 0.78 0.55 2.899
    Parapet 2 2.55 0.20 0.60 0.612
    Wing Wall 4 2.00 0.60 1.05 5.040
    8.551 cum
    RCC
    Slab 1 3.40 2.55 0.20 1.734
    BedBlock 1 3.40 0.50 0.30 0.510
    2.244 cum

    Steel
    Slab 1 3.40 2.55 0.20 120.000 208.080
    BedBlock 1 3.40 0.50 0.30 120.000 61.200
    269.280 kg

    DR Packing
    Abutment 2 3.40 1.05 0.60 4.284
    Wing Wall 4 2.00 1.05 0.60 5.040
    9.324 cum

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