City of Frisco Engineering Standards

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Version 6/19/12 SECTION 312413 EMBANKMENT PART 1 - GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary to furnish and install Embankment in accordance with Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges Item 132. 1.02 REFERENCES A. TxDOT Item 132. PART 2 – PRODUCTS 2.01 MATERIALS A. Refer to TxDOT Item 132.2 and as specified in the Contract Documents. B. Eagle Ford may not be imported to other areas. PART 3 - EXECUTION 3.01 PREPARATION A. Refer to TxDOT Item 132.3. B. Frequency of compaction testing shall not exceed one test for every three hundred linear feet 300’ spacing or less ,alternating from left quarter point to center line to right quarter point for every layer of embankment. C. For density and moisture requirements of moisture treated embankments see Section 32112 Moisture Treated Subgrade. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Embankment will be measured by the cubic yard. The cubic yard will be measured in its final position using the average end area methos. The volume is computed between the original ground surface or the surface upon which the embankment is to be constructed and the lines, grades, and slopes of the embankment. Shrinkage or swell factors will not be considered in determining the calculated quanitities. B. The plan quantity will be determined through calculations and will be used for determining final quantity amounts for payment purposes. Contract adjustments may be made if the actual measured quantity varies by more or less than 5% of the total estimated plan quantity amount. Either the City or the Contractor may initiate this adjustment. If the adjustment is requested City of Frisco May 2012 Standard Technical Specification Embankment 312413-1
Version 6/19/12 4.02 PAYMENT by the Contractor, the Contractor must obtain field measurements and calculations justifying the revised quantity. If the adjustment is made by the City, the revised quantity will constitute the final quantity which payment will be made. A. The work performed and materials furnished in accordance with this Item will be measured as provided for at the unit price bid for “EMBANKMENT” of the compaction method and type specified. The price is full compensation for furnishing embankment; hauling; placing, compacting, finishing, and reworking; disposal of waste material; and equipment, labor, tools, and incidentals. B. No separate pay for sprinkling, rolling (including proof rolling). C. Correction of soft spots in the subgrade will be at the Contractor's expense. END OF SECTION City of Frisco May 2012 Standard Technical Specification Embankment 312413-2
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City of Frisco Engineering Standards

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