Construction Program Management and Inspection Guide

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SAMPLE 3.0 Quality Control Laboratories The Quality Control Laboratories to be used for all Earthwork materials and their corresponding testing responsibilities are as indicated below. 3.1 – Qualified Primary QC Laboratory The primary QC Laboratory responsible for performing sampling and testing of Earthwork materials is identified in the table below. Project Segment Laboratory Location Qualifications 1, 2, 3 ABC Contractors NETTCP Laboratory Qualification State Route 99 Anytown, USA Program – Category 2-T: Soils, Project Laboratory Aggregates (MM/DD/YY) The ABC Contractors State Route 99 Project Laboratory is responsible for performing testing of all On-Site Earthwork materials as well as testing of any Off-Site Borrow material. The following tests will be performed on Earthwork materials by this laboratory: ▼ Soil Classification AASHTO M145 ▼ Gradation AASHTO T11 and T27 ▼ Liquid Limit AASHTO T89 ▼ Plastic Limit/Plasticity Index AASHTO T90 ▼ Optimum Moisture Content AASHTO T99 and AASHTO T180 ▼ Maximum Dry Density AASHTO T99 and AASHTO T180 ▼ Coarse Particles Correction AASHTO T224 ▼ Grain-Size Analysis AASHTO T311 3.2 – Qualified Subcontractor or Consultant Laboratories Other qualified Subcontractor or Consultant laboratories that will perform QC sampling and testing of Earthwork materials are identified in the table below. Project Segment Laboratory Location Qualifications 1, 2, 3 XYZ Company Soil City, USA AASHTO Accreditation Laboratory Program: Soils (08/15/00) The XYZ Company Laboratory in Soil City, USA, will serve as a backup to assist the Primary QC Laboratory in performing testing of all On-Site Earthwork materials as well as testing of any Off-Site Borrow for Embankment. The following tests will be performed on Earthwork materials by this laboratory: ▼ Soil Classification AASHTO M145 ▼ Gradation AASHTO T11 and T27 ▼ Liquid Limit AASHTO T89 ▼ Plastic Limit/Plasticity Index AASHTO T90 ▼ Maximum Wear (LA Abrasion) AASHTO T96 ▼ Optimum Moisture Content AASHTO T99 and AASHTO T180 ▼ Maximum Dry Density AASHTO T99 and AASHTO T180 ▼ Coarse Particles Correction AASHTO T224 ▼ Grain-Size Analysis AASHTO T311 Appendix B: Quality Assurance Resources CONSTRUCTION PROGRAM MANAGEMENT AND INSPECTION GUIDE (5/01/04) B–25
Appendix B: Quality Assurance Resources CONSTRUCTION PROGRAM MANAGEMENT AND INSPECTION GUIDE (5/01/04) B–26 SAMPLE 4.0 Materials Control The types, sources, properties, and procedures for storing of materials to be used for each Earthwork category are as indicated below. 4.1 – Material Types and Source(s) of Supply Earthwork material will be classified according to the following Earthwork Item categories: ▼ Backfill Material for Muck Excavation ▼ Roadway Embankment Material ▼ Embankment Material under Bridge Foundations ▼ Backfill Material for Structures ▼ Backfill Material for Pipes 4.1.1 – Backfill Material for Muck Excavation The types and potential sources of material currently identified for use as Backfill Material for Muck Excavation are listed in the table below. Backfill Material for Muck Excavation Material Type Material Source Rock Excavate ▼ On-Site, Segment 1, Rte 99 Median ▼ On-Site, Segment 3, Rte 99 Median Special Borrow ▼ On-Site, Segment 1 ▼ On-Site, Segment 2 ▼ Borrow Producer (TBD) ABC Contractors will submit updated information on the types and sources of Backfill Material for Muck Excavation as part of the “Weekly Schedule of Earthwork Materials Production Operations” as outlined under Section 6.1 below.
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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
Page 8 and 9:
List of Acronyms AASHTO American As
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1. Introduction The Federal Highway
Page 13 and 14: 2-2 Background CONSTRUCTION PROGRAM
Page 15 and 16: 3-2 Construction Program Management
Page 28: 5. Summary ▼ Construction program
Page 31 and 32: A-2 AppendixA: Policy Memoranda Reg
Page 40 and 41: SAMPLE Appendix B: Quality Assuranc
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Page 44 and 45: SAMPLE Outline of Contractor Qualit
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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 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
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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 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
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SAMPLE cases where there is no spec
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SAMPLE Appendix C: Process Review/P
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SAMPLE Summary of Duties Process Re
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D-2 Appendix D: Inspections-in-Dept
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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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