Quality Management Plans

United States Army Garrison Dugway Proving Ground

Technical Exhibit 07
Paving IDIQ Contract – Quality Management Plans

Directorate of Public Works

5 June 2025

Part 8 – Materials Manual

July 2003

SUMMARY

502 - Cement
503 - Reinforcing Steel Epoxy Coating
504 - Reinforcing Steel
506 - Ready Mix Concrete
507 - Fly Ash and Pozzolan
508 - Asphalt Emulsion
509 - Asphalt Binder
510 - Hydrated Lime
511 - Concrete Pumping
512 - Reinforced Steel Galvanize Coating
513 - Pavement Making Paint
514 - Hot-Mix Asphalt

Quality Assurance – Appendix C

Quality Management Plan

Cement

502 Cement Quality Management Plan
502.1

Introduction

502.1.1 The purpose of the Cement Quality Management Plan is to establish the procedures for becoming pre-qualified as a source of cement for the Utah Department of Transportation. The Management Plan is to assure the Utah Department of Transportation that cement manufacturers are capable of producing and furnishing quality cement. 502.2

Procedures for the Establishment of a Qualified Source of Cement.

502.2.1 Applicants shall submit to the Central Materials Testing Lab (CMTL) Engineer a letter requesting it be designated as a qualified source. The letter shall include the following: (a) Certify the plant maintains a quality control program. (b) Certify each type cement for which it requests be designated as a qualified source meets or exceeds the current ASTM C150 requirements. (c) Name, position, address, and telephone number of an individual at each production location who may be contacted for data, shipping information , and to whom reports of tests shall be directed. (d) Signed by a representative of the producer having legal authority to bind the company. 502.2.2 The producer requesting status as a qualified source agrees to provide the UDOT with the following: (a) A brief outline of the procedures used to evaluate the finished product including; sampling and testing frequency and the sample preparation employed. Also include chemical analysis methods used such as X-ray, atomic absorption spectroscopy and/or wet chemistry.
(b) Submit copies of the inspection reports for each inspection by Cement and Concrete Reference Laboratory (CCRL) . (c) As requested the results of all applicable chemical and physical tests required by ASTM C-150 on the most recent 40 samples (20 pairs) tested per type. The results shall be submitted in the format outlined in ASTM C-183 in particular the table entitled "Test Data" with the critical limits calculated as described. When the source is to be qualified for cement meeting