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58TH AVENUE <br />FM No. 436416-1-54-01 <br />IRC PRojEcr No. 1325 <br />AACE Proposal No. P20-1644 <br />SCOPE OF SERVICES <br />Page -2- <br />Based on the FDOT's Developmental Specification T332 and on our experience with similar projects, we <br />understand that required QC services will include the elements listed below: <br />Field and Laboratory Testing of FDR Roadway Base and Shoulders: <br />- Obtaining samples of pulverized road base for laboratory gradation testing at a frequency of <br />one sample for every 3,000 SY, or as needed. <br />- Obtain samples of the FDR mix for laboratory Marshall Stability testing (as needed). <br />- Obtaining one sample each day for laboratory moisture/density relationship testing (or as <br />needed). <br />- Performing one in-place field density test for every 1,000 SY of the compacted mixture on <br />days selected by IRC staff (or as otherwise requested by IRC staff). <br />- Obtaining composite samples of the Refurbished Stabilized Shoulders and widened areas at <br />a frequency of one sample for every 2,000 LF for laboratory Limerock Bearing Value (LBR) <br />testing. <br />- Performing in-place density testing of shoulder stabilized subgrade (approximately one (1) test <br />per every 2 LOTS of shoulder (about 1,000 LF), each direction or at the direction of the <br />County. <br />- Performing in-place density testing of roadway stabilized subgrade (primarily 69`h Street) as <br />needed. <br />- Performing in-place density testing of embankment, as needed. <br />QC services durin-a paving operations: <br />- Performing asphalt plant inspection services during two (2) paving operations (selected by <br />IRC). <br />- Obtaining roadway cores on seven (7) occasions after paving operations for specific gravity <br />(density) determination (estimated three (3) cores obtained during each even). <br />- Obtaining a maximum of seven (7) bulk samples of asphalt for asphalt content and gradation <br />testing. <br />Drainage Construction: <br />- Performing in-place density testing of soil used to backfill all drainage excavations <br />Intersection SiVnalization: <br />- Performing concrete testing during strain pole base construction. <br />Miscellaneous Testing: <br />- Performing concrete testing services for non-structural concrete (sidewalks and ADA ramps, <br />curbing, headwall, bus shelter pad, and driveways). <br />- Perform density testing for general restoration and corrective construction (driveway <br />restoration, sidewalk subgrade, utility and hydrant relocations, etc.) <br />Based upon our understanding of the project plans and our prior experience with projects similar to this one, <br />we estimate the cost of the services will be approximately $52,574.00. The actual cost of AACE's testing <br />services will be a function of work actually performed in accordance with the attached unit fee schedule (in <br />accordance with the continuing service contract between Indian River County and AACE, Contract <br />#2018042). Contractor efficiency, methodology and changes in testing frequencies may affect the testing <br />cost. We will notify you in advance if it appears that the cost estimate will be exceeded. <br />