Process Control Sampling and Testing Requirements Sample Clauses
Process Control Sampling and Testing Requirements. Perform process control testing at a frequency of once per day. Obtain the samples in accordance with FDOT Method FM 1-T 168. Test the mixture at the plant for gradation (P-8 DocuSign Envelope ID: 2A8FC3BC-189E-4AC3-8218-BC61D28E358C and P-200) and asphalt binder content (Pb). Measure the roadway density with 6- inch diameter roadway cores at a minimum frequency of once per 1,500 feet of pavement with a minimum of three cores per day. The Contractor shall be responsible for cutting 6-inch diameter cores at the same frequency described above for County verification.
4.1. Assure that the asphalt binder content, gradation and density test results meet the criteria in Table 334-6.
3.1. In addition, the Engineer will accept the mixture at the plant with respect to gradation (P-8 and P-200) and asphalt binder content (Pb). The mixture will be accepted on the roadway with respect to density. The Engineer will sample and test the material as described in 334-6.
Process Control Sampling and Testing Requirements. Perform process control testing at a frequency of once per day. Obtain the samples in accordance with FDOT Method FM 1-T 168. Test the mixture at the plant for gradation (P-8 and P-200) and asphalt binder content (Pb). The County shall measure the roadway density with 6 inch diameter roadway cores at a minimum frequency of once per 1,500 feet of pavement with a minimum of three cores per day. The Contractor shall be responsible for the cutting 6 inch diameter cores and providing them to the County.
4.1. Assure that the asphalt binder content, gradation and density test results meet the criteria in Table 334-6. Characteristic Tolerance Asphalt Binder Content (percent) Target ± 0.55 Passing No. 8 Sieve (percent) Target ± 6.00 Passing No. 200 Sieve (percent) Target ± 2.00 Roadway Density (daily average) Minimum 90.0% of Gmm