Design Mix No. Ref:Trail Mix No :22.01.2012/OPC/M20/Site Revision No. 4
Date of issue : 04.04.2012
Concrete Grade: …M20 Specific For: RCC
Compliance To: ……………………………As Per IS 456-2000 Mode of Placement : Manually/ Pump
Name of Material OPC Fly Ash W/C Water 40mm
20mm 10mm Crush Sand (+3mm)
Crush Sand (-3mm)
Natural Sand
Source Vasavdatta 0 0 SataraQuantity per Cum. 330 0 0.47 155 0 656 410 369 246 369Quantity per Batch of 50 kg cement Bag
50.00 0.00 0.47 23 0 99 62 56 37 56
Item OPC
Fly ash Water
20mm Agg 10 mm Agg Crush Sand Natural Sand
Items 40 mm Agg20mm Agg 10 mm Agg Crush Sand Natural Sand
Admixture
2. The test results are based on the materials rece ived in the laboratory.3. Above mix proportions are given based on the 28 days compressive strength test results4. Batch correction due to moisture content and gra ding of aggregates at site has to be done regularly ,
6. References : a) IS 456: 2000 , b) IS 10262 & c) . Road Note 4
Name: Designation: QA/QC Engineer Sign:………………………………………….
Note : Results given above refer only to the sample supplied
Design Mix Report
Contract: LAVASA- PROJECTClient: LAVASAContractor :
Admixture
WTP Rossari XL Rheoplast-S 40 TXNLavasa Bhoini Crushar.3.3
500 gm
Slump in mm Initial 30 min 60min 90 min Remarks 90mm 60mm
Compressive strength (mpa)
3 Days 7 Days 28 Days Remarks 27.6mpa 36.41mpa
Terst Report of Material Referance test Report No. and Date
Lavasa/Lab/01-12/8072 Vasavdatta OPC Week 2N/A
Lavasa/WTP/02-01-12 WTP outletLavasa/Lab/21-01-12/8074 Lavasa/Lab/21-01-12/8074 Lavasa/Lab/21-01-12/8074 Lavasa/Lab/21-01-12/8060
Properties of Material SP Gravity Water Absoprtion FI/ EI Impact value Ref. Test report No for other tests
2.93 1.89 28.79 09 00 Lavasa/Lab/21-01-12/8074 2.88 1.9 18.57 09.00 Lavasa/Lab/21-01-12/8074 2.89 2.9 0 0 Lavasa/Lab/21-01-12/8074 2.71 2.42 0 0 Lavasa/Lab/21-01-12/8074
Remarks: 1. Any change in source or quality of materials wi ll invalidate this design mix, and establish revise d design mix as per changed
5. Subcontractor is requested to submit minimum 30 test results of compressive strength of concrete fo r our review of this design mix.
Tested by : Checked by : QA-QC Laboratory Incharge Reviewed by:Q A-QC Manager LAVASA
Name : Krishna More Mr. Mohanlal Kumawat Name: Abhijit KulkarniDesignation: Lab Technician Designation: QA/QC Manager Sign:……………………………………… Sign.:………………………………Date : Date : Date :