Composition of Mixture Sample Clauses
The 'Composition of Mixture' clause defines the specific substances and their proportions that make up a particular mixture referenced in the agreement. It typically details the exact ingredients, their concentrations, and any relevant standards or specifications that must be met. For example, in a supply contract for a chemical product, this clause would list the required chemical components and their acceptable ranges. Its core practical function is to ensure both parties have a clear, mutual understanding of what constitutes the agreed-upon mixture, thereby preventing disputes over product quality or compliance.
Composition of Mixture. THE FIFTH PARAGRAPH IS CHANGED TO:
Composition of Mixture. THE ENTIRE TEXT IS CHANGED TO: Mix SMA in a plant that is listed on the QPL and conforms to the requirements for HMA plants as specified in 1009.01. The composition of the SMA mixture is coarse aggregate, fine aggregate, mineral filler, mineral fibers or cellulose fibers, and polymer modified asphalt binder and may include a WMA additive. Use asphalt binder for SMA that is PG 64E-22 as specified in 902.01.01. For coarse aggregate in SMA, use crushed stone conforming to 901.05.01 and Table 902.05.01-1. Use at least 2 stockpiles of crushed stone with differing gradations to allow adjustments to meet the JMF. Percentage of wear, Los Angeles Abrasion Test AASHTO T 96 30 Flat and Elongated, 5 to 1 (Material Retained on the No. 4 Sieve) Flat and Elongated, 3 to 1 (Material Retained on the No. 4 Sieve) ASTM D 4791 5 ASTM D 4791 20
Composition of Mixture. Mix AR-OGFC in a plant listed on the QPL and conforming to the requirements for HMA plants specified in 1009.
Composition of Mixture. THE ENTIRE SUBSECTION TEXT IS CHANGED TO: Mix ultra-thin HMA in a plant listed on the QPL conforming to the requirements for HMA plants specified in 1009.01. Use ultra-thin HMA that consists of coarse aggregate, fine aggregate, and polymer modified asphalt binder and that may contain mineral filler and a WMA additive. Do not add RAP, CRCG, GBSM, or RPCSA. Combine the material in such proportions that the total aggregate and asphalt binder conform to the composition percentages specified in Table 902.04.02-1. To produce the ultra-thin HMA, use aggregates and asphalt binder that conforms to the following:
1. For asphalt binder, use PG 64E-22 conforming to the requirements of 902.01.01.
2. If used, ensure that WMA additives or processes conform to 902.01.