Construction Program Management and Inspection Guide

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SAMPLE 8.6.2 – Roadway Embankment Material (Continued from page B-52) Appendix B: Quality Assurance Resources CONSTRUCTION PROGRAM MANAGEMENT AND INSPECTION GUIDE (5/01/04) 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 Grain Size Per Per Analysis 6.3 mm Sieve AASHTO Per SC AASHTO (AASHTO T311) -6.3 mm Sieve M145 Per SC M145 Per Liquid Limit (AASHTO T89) - - AASHTO M145 Ordinary Per Barrow Plasticity Index (AASHTO T90) - - AASHTO (M1.010) M145 Maximum Dry Density (W dm ) SC – 5 kg/m 3 Per SC SC + 5 kg/m 3 (AASHTO T99, Method C) Optimum Moisture Content (W mo ) SC - 2% Per SC SC + 2% (AASHTO T99, Method C) Maximum Rock/Boulder Size - - 300 mm Maximum Lift Thickness - - 300 mm In-Place Density 95% Wdm 100% Wdm - (AASHTO T310, Method B) In-Place Moisture Content W mo - 2% (W mo ) W mo + 2% (AASHTO T310, Method B) Continued on next page B–53
B–54 Appendix B: Quality Assurance Resources SAMPLE CONSTRUCTION PROGRAM MANAGEMENT AND INSPECTION GUIDE (5/01/04) 8.6.2 – Roadway Embankment Material (Continued from page B-53) Targets and Engineering Limits Lower Upper Engineering Engineering Material Type(s) Quality Characteristic Limit Target Limit Soil Classification (AASHTO M145) A-3 or Portion of A-2 and A-1 per M1.02.0 150 mm Sieve - Per SC 100 Gradation 50 mm Sieve 90 Per SC 100 (AASHTO T11) 4.75 µm Sieve 20 Per SC 65 (AASHTO T27) 75 µm Sieve 0 Per SC 12 Special Plasticity Index (AASHTO T90) - - 6% Borrow Maximum Percentage of Wear - - 50% (LA Abrasion) (AASHTO T96) (M1.02.0) 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 - - 200 mm In-Place Moisture Content 95% W dm 100% W dm - (AASHTO T310, Method B) In-Place Moisture Content W mo - 2% (W mo ) W mo + 2% 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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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 90 and 91: SAMPLE 8.6 - Application of Enginee
Page 94 and 95: SAMPLE 8.6.2 - Roadway Embankment M
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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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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