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DocuSign Envelope ID:90883988-076D-486D-B746-055E86E2D681 <br /> Proposal for CMT and Special Inspections Services Proposal Number:T19-0043 <br /> Detention Center, EAC and POB (Northern Campus Expansion) September 18, 2019 <br /> Hillsborough, North Carolina <br /> laboratory compaction test. We will provide a Senior Engineering Technician as needed to observe the <br /> placement of concrete and hot-mix asphalt pavements.Additionally,we will periodically monitor hot-mix <br /> asphalt delivery temperatures, rolled thickness,and perform asphalt density testing with a nuclear gauge. <br /> Laboratory Testing <br /> In an effort to maintain the highest quality control standards within our company, our laboratory, <br /> equipment, and personnel are inspected both by our internal Quality Control Group and a variety of <br /> external agencies. Our laboratory and personnel periodically go through inspections and have received <br /> accreditations through CCRL (Cement and Concrete Reference Laboratory) relating to ASTM C1077 <br /> Standards; and AMRL (AASHTO Materials Reference Laboratory) relating to AASHTO and ASTM D 3740 <br /> Standards. Each of these organizations is part of the National Institute of Standards and Technology. We <br /> have also been inspected and accredited by the Soil and Materials Laboratory of NCDOT. Laboratory <br /> testing will be performed in accordance with the project document requirements to evaluate that <br /> materials comply with project requirements. Results of laboratory testing will be provided to the <br /> construction manager and designated project team members as soon as practicably available. <br /> We anticipate that testing will be required for backfill material and concrete cylinders. Samples collected <br /> from the job site will be secured and returned to our laboratory for testing, as required. Our budget <br /> includes laboratory testing of soils, including maximum dry unit weight/optimum moisture curves, <br /> Atterberg limits, and No. 200 wash sieves for 6 samples and compressive strength testing for up to 400 <br /> concrete cylinders and 160 grout prisms. <br /> Proiect Management and Engineering Consultation <br /> Our project organization will include various field testing and inspections staff working under the <br /> supervision of Jeff Elliott, P.E. who will oversee the administrative functions for the project, including <br /> assignment of appropriate field personnel, review of field data, laboratory data, inspection reports, and <br /> communication the following with project team personnel and owner: <br /> • The results of our field testing and inspections for each day will be summarized in a daily field <br /> report,with all results communicated to appropriate on site personnel. <br /> • Unusual occurrences will be communicated in a timely manner. <br /> • Scheduling conflicts do to contractor error, work cancellations upon Summit's arrival, retesting <br /> and non-compliance testing, and contractor's convenience testing will be tracked throughout <br /> project and reported to owner for tracking purposes of appropriate back charges to contractor. <br /> • Non-conforming items that are not corrected on the same date that they are initially observed, <br /> will be communicated to the owner, building official, general contractor, and design team <br /> immediately. <br /> • The results of concrete, grout and mortar compressive strength testing will be available <br /> electronically to the project team within 48 hours, as the tests are performed.Test results will be <br /> available through e-mail, and summarized in our monthly summary report. <br /> • A typed final report of our services will be prepared by our Project Manager, reviewed and sealed <br /> by our Registered Engineer, and distributed to specified members of the project team on a <br /> monthly basis, as well as a Final Report at the end of project. <br />