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69TH STREET Page -2- <br />FM No. 438073-1-54-01 <br />IRC PRojEcr No. 1639 <br />AACE Proposal No. P22-2311 <br />SCOPE OF SERVICES <br />Based on the FDOT's Developmental Specification T332 and on our experience with similar projects (including 58 h <br />Avenue), we understand that required QC services will include the elements listed below: <br />Field and Laboratory Testiniz of FDR Roadway Base and Shoulders: <br />- Obtaining samples of pulverized road base for laboratory gradation testing at a frequency of one sample for <br />every 2,000LF per lane, or as needed. <br />- Obtain samples of the FDR mix for laboratory Marshall Stability testing every 2,000LF per lane, or as needed. <br />- Obtaining one sample for laboratory moisture/density relationship testing at a frequency of one sample for <br />every 2,000LF per lane, or as needed. <br />- Performing one in-place field density test for every 50OLF of the compacted mixture on days selected by IRC <br />staff (or as otherwise requested by IRC staff). <br />- Obtaining composite samples of the Refurbished Stabilized Shoulders and widened areas at a frequency of one <br />sample for every 2,000 LF for laboratory Limerock Bearing Value (LBR) testing, or as needed. <br />- Obtaining composite samples of the FDR mix at a frequency of one sample for every 2,000 LF for laboratory <br />Limerock Bearing Value (LBR) testing, or as needed. <br />- Performing in-place density testing of shoulder stabilized subgrade (approximately one (1) test per every 2 <br />LOTS of shoulder (about 1,000 LF), each direction or at the direction of the County. <br />- Performing in-place density testing of embankment, as needed. <br />QC services during paving operations: <br />- Performing asphalt plant inspection services during three (3) paving operations (selected by IRC). <br />- Obtaining roadway cores on four (4) occasions after paving operations for specific gravity (density) <br />determination (estimated three (3) cores obtained during each event). <br />- Obtaining a maximum of four (4) bulk samples of asphalt for asphalt content and gradation testing. <br />Drainage Construction: <br />- Performing in-place density testing of soil used to backfill all drainage excavations <br />Miscellaneous Testine <br />- Performing concrete testing services for non-structural concrete (sidewalks and ADA ramps, curbing, headwall, <br />bus shelter pad, and driveways). <br />- Perform density testing for general restoration and corrective construction (driveway restoration, sidewalk <br />subgrade, utility and hydrant relocations, etc.) <br />We note that no field and/or laboratory testing of the FDR mix is included herein for the purpose of confirmin¢ that a <br />Structural Number of 1.8 has been achieved. We understand that such testing will be the responsibility of the Contractor's <br />testing consultant. <br />Based upon our understanding of the project plans and our prior experience with projects similar to this one, we estimate <br />the cost of the services will be approximately $46,510.00. The actual cost of AACE's testing services will be a function of <br />work actually performed in accordance with the attached unit fee schedule (in accordance with the continuing service <br />contract between Indian River County and RACE, Contract #20211207). Contractor efficiency, methodology and changes <br />in testing frequencies may affect the testing cost. We will notify you in advance if it appears that the cost estimate will be <br />exceeded. <br />- Balance ofpage intenhonalyleft blank - <br />