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<br />"" <br /> <br />...., <br /> <br />The laboratory firm must be under the responsible <br />engineering management of a registered professional <br />engineer with experience in inspection and testing of <br />construction materials. This engineer must certify the <br />results of all tests performed by the lab personnel under <br />his/her supervision. <br /> <br />. Standard Specifications for Public Works Construction <br />("Green Book") is used for all City projects. According <br />to Section 4-1.3.3, the City shall select a testing lab to <br />sample and test materials at locations too distant for the <br />local testing laboratory to conduct testing and sampling. <br />Depending on terms of the contract, the costs may be borne <br />by the contractor, but the contractor shall not select or <br />exercise authority over the testing laboratory. <br /> <br />. Accepting testers from the <br />adequate identification with <br />Assurance testing personnel <br />testers' certificates. <br /> <br />selected firm shall carry <br />them so that the Independent <br />can verify the acceptance <br /> <br />. The selected firm must maintain the laboratory testing <br />equipment in accordance with recognized national stand- <br />ards. <br /> <br />. The selected firm must have an independent assurance <br />testing and sampling program. This program can be <br />performed either by their own personnel not involved in <br />the acceptance testing and sampling, or by another quality <br />assurance organization. <br /> <br />Acceptance Testing and Sampling <br /> <br />. The selected testing laboratory shall conduct acceptance <br />sampling and testing of materials and work on the first <br />day such work is performed; and continues daily until the <br />work is completed. <br /> <br />Reporting Test Results <br /> <br />. When aggregate is sampled in the material source, the <br />laboratory firm shall submit to the Resident Engineer <br />results of sand equivalent, cleanness value and sieve <br />analysis wi thin 24 hours. When soils and aggregate are <br />sampled at the job site, results of these tests should be <br />submitted within 72 hours. <br /> <br />. Results of compaction and density tests taken at the job <br />site should be submitted within 24 hours. <br /> <br />3 <br />