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�1111'1 I N u ;iii I �111 H Item No. 2710- 23- Solid Traffic Stripe (White /Black) - per net kilometer. Item No. 710- 24- Solid Traffic Stripe (Yellow) - per net mile. Item No. 2710- 24- Solid Traffic Stripe (Yellow) - per net kilometer. Item No. 710- 25- Solid Traffic Stripe (White /Black) - per foot. Item No. 2710- 25- Solid Traffic Stripe (White /Black) - per meter. Item No. 710- 26- Solid Traffic Stripe (Yellow) - per foot. Item No. 2710- 26- Solid Traffic Stripe (Yellow) - per meter. Item No. 710- 27- Skip Traffic Stripes (White /Black) - per foot. Item No. 2710- 27- Skip Traffic Stripes (White /Black) - per meter. Item No. 710- 28- Skip Traffic Stripe (Yellow) - per foot. Item No. 2710- 28- Skip Traffic Stripe (Yellow) - per meter. Item No. 710- 29- Reflective Paint (Island Nose) (White) - per square foot. Item No. 2710- 29- Reflective Paint (Island Nose) (White) - per square meter. Item No. 710- 30- Reflective Paint (Island Nose) (Yellow) - per square foot. Item No. 2710- 30- Reflective Paint (Island Nose) (Yellow) - per square meter. Item No. 710- 79- Alternating Skip Traffic Stripe - per gross mile. Item No. 2710- 79- Alternating Skip Traffic Stripe - per gross kilometer. Item No. 710- 90- Painted Pavement Markings (Final Surface) - lump sum. Item No. 2710- 90- Painted Pavement Markings (Final Surface) - lump sum. 901 COARSE AGGREGATES. (REV 6 -8 -05) (FA 6- 29 -05) (1 -06) SUBARTICLE 901 -4.2 (Page 774) is deleted and the following substituted: 901 -4.2 Lightweight Coarse Aggregate for Structural Concrete: The requirements of 901 -4.1 are modified as follows: Aggregates shall not be produced from pumice and scoria. Los Angeles Abrasion (FM 1 -T 096, Section 12) shall be 45 %, maximum. Gradation shall meet the requirements of AASHTO M 195 for 3/4 inch 19 mm], 1 /2 inch [13 mm] and 3/8 inch [10 mm]. ARTICLE 901 -5 (Page774) is deleted and the following substituted: 901 -5 Reclaimed Portland Cement Concrete. The reclaimed portland cement concrete shall be from a source which was produced and placed in accordance with applicable Specifications. This material may be used as the coarse aggregate in Nonstructural Concrete applications. The material shall be crushed and processed to provide a clean, hard, durable aggregate having a uniform gradation free from adherent coatings, metals, organic matter, base material, joint fillers, and bituminous materials. The Contractor's (Producer's) crushing operation shall produce an aggregate meeting the applicable gradation requirements. The physical property requirements of 901- 1 .3 for Soundness shall not apply and the maximum loss as determined by the Los Angeles Abrasion (FM 1 -T 096) is changed to 50. March 2007 01000-161 03- 4122.D mss, E t. j L