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Agenda - Council - 06/27/2017
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Agenda - Council - 06/27/2017
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Meetings
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Council
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06/27/2017
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SALT Schedule of Materials Control - Local Government Agency <br />CERTIFIED READY -MIX CONCRETE, 2 of 2 <br />The Prime Contractor is responsible to assure that all ready -mix concrete used is produced by an annually <br />Certified Ready -Mix plant as detailed in Specification 2461.3F. <br />Spec. I Test Type <br />See page <br />1 of 2 <br />Concrete Field Testing Rates <br />Concrete <br />Pavement Texture <br />Compressive <br />Strength <br />(5-694.511) <br />Standard cylinder size <br />is 4 x 8, use 6 x 12 <br />with aggregate greater <br />than 1 1/4". <br />Review 2461.3G.5 <br />Test Methods and <br />Specimens. <br />Engineer Testing Rates ( 1 ) I Form I <br />General Concrete Grades F, G, M, P, and R: 1 set of 3 cylinders per <br />300 yd3. <br />Bridge Concrete Grades B, S, and Y: 1 set of 3 cylinders per 100 <br />yd3, then 1 set of 3 cylinders per 300 yd3 <br />Agency will break 1 set of 3 cylinders at 28 days. Agency will cast up <br />to 3 control cylinders, any additional control cylinders are the <br />responsibility of the Contractor. <br />Cellular Concrete: 1 set of 4 cylinders (28 days) per day, fill in 2 <br />equal lifts, do not rod , lightly tap the sides, cover and move to area <br />with no vibration. Do not disturb for 24 hours. <br />2409 <br />Concrete <br />Cylinder <br />Concrete <br />Pavement Observation of probing or coring at the Engineer's discretion. 24327 <br />Thickness ** <br />Producer: 1 beam (28 day) per day per mix. Make additional control <br />beams as necessary. Control beams shall be made within the last <br />Flexural Strength hour of concrete poured each day. Fabricate beams, deliver beams <br />to curing site, and clean beam boxes. Cylinders may be substituted <br />for beams at the discretion of the Engineer. <br />Producer: 1 per 1000 lineal feet per lane of concrete pavement at <br />locations determined by the Agency. The Contractor supplies all <br />materials necessary to perform the required testing. <br />2162 <br />Concrete <br />Test <br />Beam <br />Data <br />MIT <br />SCAN T2 <br />Report <br />(1 ) - Review the requirements of 2461.3F Certified Ready -Mix Concrete, 2461.3G Concrete Placement and 5- <br />694.010 Inspector's Checklist in the Concrete Manual. <br />*Small quantity is 25 yd3 or less per week with no gradation testing or plant monitoring required but remember <br />that Concrete Field Testing is required. <br />**Concrete Pavement: Use Certified Ready -Mix Concrete testing rates when: a) The entire concrete paving <br />project is less than 3,500 cu.yd. b) When a secondary plant is used to provide minor work. <br />Contact the MnDOT District IA Inspector to provide servicing of your Federal Aid Project. <br />Agencies using MnDOT Metro Inspection Services will be sampled at the current MnDOT Schedule of Materials <br />Control rates and will be billed accordingly. <br />The testing rates shown in the SMC - LGA are minimums. Take as many tests as necessary to <br />ensure quality concrete. It is recommended that the Agency Plant Monitor be present during critical <br />pours, such as superstructure or paving concrete. If any field test fails, reject the concrete or if the <br />Producer makes adjustments to the load to meet requirements, record the adjustments on the <br />Certificate of Compliance and Weekly Concrete Report. Retest the load and record the adjusted test <br />results. Make sure the next load is tested, before it gets into the work. If batching adjustments are <br />made at the plant, test the adjusted load, before it gets into the work. Continue to test the concrete <br />when test results are inconsistent or marginal. Material not meeting requirements shall not knowingly <br />be placed in the work. If failing concrete inadvertently gets placed in the work, use either the MN/DOT <br />Standard Specifications for Construction or the Schedule of Price Reductions for Concrete to address <br />penalties. It is recommended that the Agency representative continually monitor the progress of all <br />concrete pours. (It is not a recommended practice to only perform minimum testing requirements and <br />leave the project.) <br />2017 <br />
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