2501 – PART V
2500-2TABLE 2501-1: PART V REVISION DATES
SECTION TITLE REVISED 5.4.2 Sample Identification 2014 5.4.3 Sample Identification Forms 2014
5.5REQUIRED SAMPLE SIZES 2015
5.6AGGREGATES 2014
5.6.1 General 2014 5.6.2 Types of Production 2014 5.6.3 Inspection Responsibilities 2014 5.6.4 Approval of Deposits 2014 5.6.5 Inspection, Sampling and Testing 2014
5.7INSPECTION AND SAMPLING OF MATERIALS 2014
5.7.1 Asphalt Materials 2014 Units 2014 5.7.3 Concrete Curing Materials 2014 5.7.4 Joint Sealing and Joint Filler Material 2014 5.7.5 Miscellaneous Materials 2014 5.7.6 Miscellaneous Metals 2014 5.7.7 Bridge Paints and Pavement Marking Materials 2014 5.7.8 Culvert, Sewer, and Underdrain Pipe 2014 5.7.9 Cementitious Material 2014 5.7.10 Materials for Roadside Improvement 2014 5.7.11 Steel and Iron 2014 5.7.12 Timber, Lumber, Piling, and Posts 2014 5.7.13 Water for Use with Portland Cement 2014
5.8NUCLEAR GAUGE 2014
5.8.1 1.13.2 SOM – RADIOLOGICAL SAFETY GUIDELINES 2014 5.8.2 Independent Assurance Replicate (ASR) Check for Nuclear Gauges 2010 5.8.3 Segregation Check Using the Nuclear Density Gauge 2014 5.8.4 Joint Density Evaluation Using the Nuclear Gauge 2014
5.9SAMPLING AND TEST METHODS FOREWARD 2014
5.9.1 KT-1 Sampling and Splitting of Aggregates 2014 5.9.2 KT-2 Sieve Analysis of Aggregates 2015 5.9.3 KT-3 Material Passing No. 200 (75 µm) Sieve by the Wash Method 2014 5.9.4 KT-4 Percent Retained on the No. 200 (75 µm) Sieve by Dry Screening 2014 5.9.5 KT-5 Unit Weight of Aggregate 2014 5.9.6 KT-6 Specific Gravity and Absorption of Aggregates 2015 5.9.7 KT-7 Clay Lumps and Friable Particles in Aggregate 2014 5.9.8 KT-8 Shale or “Shalelike” Materials in Aggregate 2014 5.9.10 KT-10 Plasticity Test 2014 5.9.11 KT-11 Moisture Tests 2014