2501 – PART V
2500-1 Section 2501
PART V 2501.1 GENERAL In order to properly monitor materials on a project, follow all applicable procedures as outlined in the KDOT Construction Manual, Part V. This includes, but is not limited to, the sampling frequencies quantities and procedures; testing frequencies and procedures. Whenever a test procedure is required, use the Kansas Test (KT) procedures as outlined in Part V. Copies of Part V can be obtained by contacting the Plans and Proposals S ection in the Bureau of Construction and Materials, the local DME, or the Quality Assurance Section at MRC. TABLE 2501-1 represents the current Part V revision dates applicable to the Contract. TABLE 2501-1: PART V REVISION DATES SECTION TITLE REVISED 5.1 GENERAL 2014 5.1.1 Materials Control Functions of the Bureau of Construction and Materials 2014 5.2 QUALITY CONTROL/QUALITY ASSURANCE 2014 5.2.1 Statistics 2014 5.2.2 Rounding Off and Random Sampling 2014 5.2.2.1 Rounding-Off of Numbers 2012 5.2.2.2 Random Sampling 2014 5.2.3 Reasons for Quality Cont rol/Quality Assurance (QC/QA) and the Certified Inspection and Testing Training Program (CIT2) 2014 5.2.4 Procedures for Quality Assurance 2010 5.2.5 Quality Control/Quality Assurance (QC/QA) Tests 2014 5.2.6 Comparison of Quality Control and Verification Tests 2014 5.2.7 Contractor’s Quality Control Plan 2014 5.2.7.1 HMA: Contractor’s Quality Control Plan 2014 5.2.7.2 Guide for Quality Control and Acceptance Requirements for HMA 2010 5.2.7.3 Example of a Laboratory Quality Manual for HMA 2014 5.2.7.4 Concrete: Contractor’s Quality Control Plan 2015 5.2.7.5 Example of a Laboratory Quality Manual for Concrete 2015 5.2.7.6 Concrete Structures: Contractor’s Quality Control Plan 2014 5.2.7.7 Example of a Contractor’s Concrete Structures Quality Control Plan for Controlling Evaporation 2010 5.2.7.8 Cement Treated Base: Contractor’s Quality Control Plan (CTB) 2014 5.2.7.8.1 Example of a Laboratory Quality Manual for CTB 2014 5.3 MIX DESIGN METHODS 2010 5.3.1 Concrete Mix Design 2010 5.3.2 Bituminous Mix Design 2014 5.3.3 Superpave Mix Design 2010 5.3.4 Mix Design Procedures for CIR (Cold in Place Recycling) Material 2015 5.4 LABORATORY AND SAMPLE IDENTIFICATION 2014 5.4.1 Laboratory Identification 2014 2501 – PART V
2500-2 Table 2501-1: Part V Revision Dates
SECTION TITLE REVISED 5.4.2 Sample Identification 2014 5.4.3 Sample Identification Forms 2014 5.5 REQUIRED SAMPLE SIZES 2015 5.6 AGGREGATES 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 5.7 INSPECTION AND SAMPLING OF MATERIALS 2014 5.7.1 Asphalt Materials 2014 5.7.2 Brick and Concrete Masonry 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 5.8 NUCLEAR 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 5.9 SAMPLING 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