(1)Wmm Mix Design - Copy
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NATIONAL HIGHWAY AUTHORITY OF INDIA :- Package :- PJ-02 (Km.146.000 to 212.161) Name of the Client :- NHAI. Concessionaire :-Soma - Isolux NH ONE Toll Way Private Limit Name of the Consultant :-Louis Berger Group Name of the Contractor :- Isolux Corsan India & SOMA JV. 1 Source of Material Handeshra (Saini Crusher) 2 Type of Material 40mm Agg 20mm Agg 10mm Agg Stone Dust 3 Mix proportion(%) 43% 8% 21% 28% 4 Specific gravity 2.620 2.619 2.618 2.608 5 Water Absorption(%) 1.11 1.20 1.35 1.63 6 AIV(%) Ave.of 20&10mm 20.21 7 Liquid Limit(%) 22.00 Plasticity Index (%) NP 8 28.08 9 M DD(gm/cc) 2.287 10 O M C (%) 5.50 Tested by Checked by SOMA Contractor SPV Representative IC Repr Name of the Work Six laning of Panipat to Jalandhar Section Km. 096 + 000 To 387 +100 in the State of H Punjab SUMMARY SHEET FOR DESIGN MIX OF WMM FI & El Index(%)(40,20&10mm)
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Transcript of (1)Wmm Mix Design - Copy
Summary OF WMM NATIONAL HIGHWAY AUTHORITY OF INDIAName of the Work:-Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & PunjabPackage:-PJ-02 (Km.146.000 to 212.161)Name of the Client:-NHAI.Concessionaire:-Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant:-Louis Berger GroupName of the Contractor:-Isolux Corsan India & SOMA JV.Date :- 24.07.09SUMMARY SHEET FOR DESIGN MIX OF WMM1Source of MaterialHandeshra (Saini Crusher)Limits as per MORTH2Type of Material40mm Agg20mm Agg10mm AggStone Dust3Mix proportion(%)43%8%21%28%-4Specific gravity2.6202.6192.6182.608-5Water Absorption(%)1.111.201.351.63
