Construction Program Management and Inspection Guide

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SAMPLE 8.6 – Application of Engineering Limits in the Acceptance Determination All work shall be performed to the lines, grades, cross-sections, dimensions, and material requirements set forth in the plans, specifications and this QC Plan. Each Lot of Earthwork material shall be uniform in character and reasonably close to the prescribed Target values and within the Engineering Limits for each of the Quality Characteristics outlined in the tables below. If a QC or Acceptance test result for an individual Sublot falls outside of the Engineering Limits, the material contained in the Sublot represented by the failing test result will be reworked or disposed of in accordance with the procedures outlined in Section 7.6 above. 8.6.1 – Backfill Material for Muck Excavation Appendix B: Quality Assurance Resources CONSTRUCTION PROGRAM MANAGEMENT AND INSPECTION GUIDE (5/01/04) Targets and Engineering Limits Lower Upper Engineering Engineering Material Type(s) Quality Characteristic Limit Target Limit Rock Excavate Maximum Rock Size - - 1 meter Soil Classification (AASHTO M145) A-3 or Portion of A-2 and A-1 per M1.02.0 150 mm Sieve - Per SC 100 50 mm Sieve 90 Per SC 100 (AASHTO T311) 4.75 µm Sieve 20 PerSC 65 75 µm Sieve 0 Per SC 12 Plasticity Index (AASHTO T90) - - 6% Special Borrow Maximum Percentage of Wear - - 50% (M1.02.0) (LA Abrasion) (AASHTO T96) Maximum Dry Density (W dm ) SC – 5 kg/m 3 Per SC SC + 5 kg/m 3 (AASHTO T180, Method D) Optimum Moisture Content (W mo ) SC - 2% Per SC SC + 2% (AASHTO T180, Method D) Maximum Lift Thickness - - 300 mm In-Place Density 95% W dm 100% W dm (AASHTO T310, Method B) In-Place Moisture Content W mo - 2% (W mo) W mo + 2% (AASHTO T310, Method B) B–51
B–52 Appendix B: Quality Assurance Resources SAMPLE CONSTRUCTION PROGRAM MANAGEMENT AND INSPECTION GUIDE (5/01/04) 8.6.2 – Roadway Embankment Material Targets and Engineering Limits Lower Upper Material Type(s) Quality Characteristic Engineering Target Engineering Limit Limit Rock Excavate Maximum Rock Size - - 1 meter A-1, A-2-4, or A-3 Soil Classification (AASHTO M1145) + Up to 50% Boulders/Rock < 600 mm Grain Size + 6.3 mm Sieve Per Per SC Per Analysis AASHTO AASHTO (AASHTO T311) - 6.3 mm Sieve M145 Per SC M145 Per Liquid Limit (AASHTO T89) - - AASHTO M145 Earth Excavate Per (M1.01.0 Plasticity Index (AASHTO T90) - - AASHTO Modified) M145 Maximum Dry Density (W dm ) SC - 5 kg/m 3 Per SC SC + 5 kg/m 3 (AASHTO T180, Method D) Optimum Moisture Content (W mo ) SC - 2% Per SC SC + 2% (AASHTO T180, Method D) Maximum Rock/Boulder Size - - 600 mm Maximum Lift Thickness - - 600 mm In-Place Density 95% W dm 100% W dm - (AASHTO T310, Method B) In-Place Moisture Content W mo - 2% (W mo ) W mo + 2% Continued on next page
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Construction Program Management and
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Notice This publication is dissemin
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iv Contents CONSTRUCTION PROGRAM MA
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List of Acronyms AASHTO American As
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1. Introduction The Federal Highway
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2-2 Background CONSTRUCTION PROGRAM
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3-2 Construction Program Management
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5. Summary ▼ Construction program
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A-2 AppendixA: Policy Memoranda Reg
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Page 40 and 41: SAMPLE Appendix B: Quality Assuranc
Page 42 and 43: SAMPLE Appendix B: Quality Assuranc
Page 44 and 45: SAMPLE Outline of Contractor Qualit
Page 46 and 47: SAMPLE below). This does not includ
Page 48 and 49: SAMPLE Contractor Evaluation The pe
Page 50 and 51: SAMPLE Continued from previous page
Page 56 and 57: SAMPLE A Model Quality Control Plan
Page 58 and 59: SAMPLE Submitted By: Approved By: S
Page 60 and 61: SAMPLE ▼ Rock Excavate - Earthwor
Page 62 and 63: SAMPLE 2.2 - Qualified Off-Site Pro
Page 64 and 65: SAMPLE 3.0 Quality Control Laborato
Page 66 and 67: SAMPLE 4.1.2 - Roadway Embankment M
Page 68 and 69: SAMPLE Material Source Characteriza
Page 70 and 71: SAMPLE 4.2.2 - Mix Designs Earthwor
Page 72 and 73: SAMPLE 5.4 - QC Sampling and Testin
Page 74 and 75: SAMPLE 5.4.3 - Embankment Material
Page 76 and 77: SAMPLE 5.4.5 - Backfill Material fo
Page 78 and 79: SAMPLE 6.0 Production Facility Mana
Page 80 and 81: SAMPLE 6.4 - Production Facility Co
Page 82 and 83: SAMPLE Earthwork Item Placement Equ
Page 84 and 85: SAMPLE Step J. - If the PWL for Con
Page 86 and 87: SAMPLE 7.5 - Placement Control Char
Page 88 and 89: SAMPLE ▼ Once the cause of the fa
Page 100 and 101: SAMPLE Appendix C: Process Review/P
Page 102 and 103: SAMPLE V. Overview of the Program R
Page 104 and 105: SAMPLE Special Emphasis Areas Desig
Page 106 and 107: SAMPLE Criteria Assessment Review F
Page 108 and 109: SAMPLE input. It is recommended, th
Page 110 and 111: SAMPLE The guidelines should also b
Page 112 and 113: SAMPLE weeks should be adequate. Th
Page 114 and 115: SAMPLE cases where there is no spec
Page 116 and 117: SAMPLE Appendix C: Process Review/P
Page 118: SAMPLE Summary of Duties Process Re
Page 121 and 122: D-2 Appendix D: Inspections-in-Dept
Page 129 and 130: D-10 Appendix D: Inspections-in-Dep
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D-22 Appendix D: Inspections-in-Dep
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Appendix E: Technical References an
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Shallow Foundations (training cours
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Appendix F: Examples of Reporting P
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Progress and Quality of Work Report
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Materials and Quality Control Repor
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Construction Operations and Feature
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Subcontracting Report Item Names of
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Appendix F: Examples of Reporting P
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Staffing and Project Control Report
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Evaluation of Design and Potential
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G-2 Appendix G: Project Implementat
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G-10 Appendix G: Project Implementa
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Construction Program Management and Inspection Guide

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