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12th Street and 27th Avenue Improvements Page 2 <br /> Project No . PSL-09-3054 ( 10 . 7) <br /> April 12, 2013 <br /> Field Observation & Testing <br /> • Earthwork observations by an engineering technician during the site grading operation <br /> including the proof-rolling of "strip grade" for the roadway widening alignment and <br /> embankment construction as requested by Indian River County. <br /> • In-place density testing will be performed during placement of the embankment fill for <br /> roadway widening. The density tests will be performed at a frequency of approximately one <br /> ( 1 ) test for every 200 lineal feet of roadway/embankment within the proposed alignment, for <br /> each 1400t thickness of backfill placed. <br /> • In-place density testing during backfilling of storm drains and catch basins for each 1 -foot lift <br /> of backfill placed from the bottom of the structure up to an elevation corresponding to final <br /> grade. <br /> • In-place density testing during backfilling of the rigid and flexible pipelines. Below pavement <br /> areas, density tests will .be performed at a frequency of approximately one test location for each <br /> 2001f (or fraction thereof) of pipe . At each roadway or driveway crossing, density tests will be <br /> performed for each 6-inch lift of backfill placed starting at an elevation corresponding to the <br /> invert of the pipe and extending up to the final grade. <br /> • In-place density tests within the stabilized subgrade and base course layers at a frequency of <br /> approximately one ( 1 ) test for each 2001f of roadway. At roadway crossings for the pavement <br /> restoration, 24-inches of base rock will be placed and tested in four (4) &inch lifts . <br /> • In-place density tests for the sidewalk and driveway subgrade prior to concrete placement. <br /> • Sampling, slump testing , molding, transporting, curing, and laboratory testing to determine the <br /> compressive strength of concrete used for the sidewalk, driveways and curbing. <br /> Laboratorp Testin <br /> • Perform laboratory moisture-density relationship (Proctor) tests (AASHTO T- 180 and <br /> AASHTO T-99) and sieve analysis (percent fines for soil classification purposes) tests on the <br /> embankment fill and/or pipe backfill soils . <br /> • Limerock Bearing Ratio (LBR) tests for stabilized subgrade and base course within the <br /> roadways . <br /> • Concrete cylinder test specimens will be tested following ASTM C39 for their compressive <br /> strength at 7 days and 28 days after placement. <br /> Engineering & Reporting <br /> • Engineering oversight during the construction to coordinate the aforementioned test program, <br /> make site visits, attend progress meetings, and provide professional engineering consultation, <br /> as needed. <br /> • Submittal of brief engineering reports documenting our findings and test results. <br /> DUNKELBERGER <br />