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backfill placed. Density testing of pipe backfill will extend from an elevation <br /> corresponding to the invert of the pipe to the subgrade elevation. <br /> • In-place density tests within the stabilized subgrade and base course layers at a frequency <br /> of 1 test for each 200 lineal feet of roadway . <br /> • Sampling, slump testing, molding, transporting, curing, and laboratory testing to <br /> determine the compressive strength of concrete used for headwall construction. <br /> Laboratory Testing <br /> • Perform laboratory moisture-density relationship tests (AASHTO T480 and AASHTO <br /> T-99), sieve analysis, organic content tests, and Atterberg limits determination on the <br /> existing embankment soils and/or fill soils. <br /> • Limerock Bearing Ratio (LBR) tests for stabilized subgrade and base course at a <br /> frequency of 1 test for about each 1000 lineal feet of roadway. <br /> Asphalt Paving& Testing <br /> • Asphalt paving observations by a Level I Asphalt Technician. Technician will verify <br /> thickness, temperature , and mix design tickets during asphalt placement. <br /> • Coring of the asphalt at ten ( 10) locations (a frequency of one ( 1 ) core about every 250 <br /> lineal feet) for subsequent laboratory testing and to verify asphalt and base course <br /> thicknesses. <br /> • Laboratory testing of the asphalt cores to include determination of specific gravity <br /> (density) for each core and extraction/gradation testing on select cores (5 ) . <br /> Engineering & Reporting <br /> • Engineering oversight during the construction to coordinate the aforementioned test <br /> program, make site visits, and attend progress meetings. <br /> • Submittal of brief engineering reports documenting our findings and test results. <br /> All work shall also comply with the current Florida Minimum Technical Standards. <br /> COMPENSATION , <br /> The COUNTY agrees to pay , and the Geotechnical Professional agrees to accept, a fee for <br /> services rendered according to the "Scope of Services" identified in the attached EXHIBIT "A" <br /> Fee Schedule and Man Hours . <br /> A Not-to-Exceed Amount of: $ 13 , 704 to be paid on a unit price basis for actual work performed <br /> in accordance with the schedule of services and fees set forth in Exhibit A of RENEWAL OF <br /> THE ANNUAL GEOTECHNICAL SERVICES CONTRACT, IRC PROJECT NO . 0534 WITH <br /> DUNKELBERGER EGINEERING & TESTING . INC . Effective Date : October 1 , 2007 . <br /> CADocuments and SettingAdawnw\Local Settings\Tempomry Internet Files\Content.Outlook\B7MZRA8B\WO# 4 Dunkelberger 07-07-08 Const <br /> Phase Testing.doc <br />