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Proposal for Materials Testing Services Page 2 <br />Old Dixie Highway Resurfacing ■ Indian River County, Florida <br />March 2, 2016 ■ Terracon Proposal No. PHB161007 <br />B. SCOPE OF SERVICES <br />Based on our understanding of the project schedule and review of the project plans and <br />specifications, we envision that our field sampling/testing services will be required on a <br />periodic or as needed basis over the duration of the project. More specifically, our work <br />will involve the following. <br />Earthwork — Embankment and LBR 40 Shoulder Stabilization <br />• Laboratory Proctors (AASHTO T-99 and T-180) to determine maximum density <br />of the soils used for embankment and pipe backfill. <br />• In-place density tests of embankment at a frequency of 1 test per 500 If. <br />• In-place density tests of pipe backfill at a frequency of one test per 500 If (or <br />fraction thereof) for each lift of backfill placed. <br />• Limerock Bearing Ratio (LBR) tests of the in-place LBR materials for the <br />Stabilized Shoulders at a frequency of 1 test about every 2000 linear feet or 5 <br />LBR samples on each side of roadway (total of 10 tests). <br />• Thickness verification of completed 12" LBR Shoulder Stabilization. <br />• In-place density tests of the LBR Shoulder Stabilization at a frequency of 1 test <br />per 500 linear feet each side of roadway (total of 42 tests). <br />FDR Base Course <br />• FDR mix design — Review and evaluate the mix design developed by the <br />Contractor for its design approach and procedure. <br />• Full Sieve Analysis test on the virgin materials before injection of emulsion at a <br />frequency of 1 test every 1000 linear feet per lane (estimated total of 22 tests). <br />• Maximum Density (Proctor) tests of the in-place FDR base materials at a <br />frequency of 1 test every 1000 linear feet per lane (estimated total of 22 tests) <br />• In-place density tests at a frequency of 1 test per 500 linear feet per lane <br />(estimated total of 42 tests). <br />• While on-site the technician will communicate with designated County and <br />Contractor personnel so that items of concern or identified deficiencies can be <br />immediately corrected. <br />• Verification of completed FDR base course — Review and evaluate the <br />verification testing plan as well as the testing results as provided by the <br />Contractor. <br />• As a contingency, we have listed our laboratory testing rates for FDR Mix Design <br />Verification and Resilient Modulus testing in case the contractor's QC laboratory <br />cannot provide these services. <br />llerracon 1 17 <br />