Common use of Handling and Storing Test Panels Clause in Contracts

Handling and Storing Test Panels. Notify the Area Materials Engineer when preconstruction or production test panels are made within 24 hours of shooting the panels. Field cure and protect test panels from damage in accordance with ASTM C1140 until the Department transports panels to the Materials and Tests Regional Laboratory for coring. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 4 100 90-100 20-55 0-15 - 0-5 - - - - - A Asphalt Plant Mix 57M - ▇▇▇ ▇▇-▇▇▇ - 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90-100 20-55 0-20 0-8 - - - - A AST 9M - - - - 100 98-100 85-100 10-40 - 0-10 - A AST ABC - ▇▇▇ ▇▇-▇▇ - 55-80 - 35-55 - 25-45 - 14-30 4-12B Aggregate Base Course, Aggregate Stabilization ABC(M) - ▇▇▇ ▇▇- ▇▇▇ - 45-79 - 20-40 - 0- 25 - - 0-12B Maintenance Stabilization Light- weightC - - - - 100 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST C204026 I-5956 Guilford & Alamance Counties with the following: A. See Subarticle 1005-4(A). B. See Subarticle 1005-4(B). C. For Lightweight Aggregate used in Structural Concrete, see Subarticle 1014-2(E)(6). (A) At least 50% of the rock has a diameter of from 1.5 ft to 3 ft, (B) 30% of the rock ranges in size from 2” to 1.5 ft in diameter, and

Handling and Storing Test Panels. Notify the Area Materials Engineer when preconstruction or production test panels are made within 24 hours of shooting the panels. Field cure and protect test panels from damage in accordance with ASTM C1140 until the Department transports panels to the Materials and Tests Regional Laboratory for coring. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 4 100 90-100 20-55 0-15 - 0-5 - - - - - A Asphalt Plant Mix 57M - ▇▇▇ ▇▇-▇▇▇ - 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90-100 20-55 0-20 0-8 - - - - A AST 9M - - - - 100 98-100 85-100 10-40 - 0-10 - A AST ABC - ▇▇▇ ▇▇-▇▇ - 55-80 - 35-55 - 25-45 - 14-30 4-12B Aggregate Base Course, Aggregate Stabilization ABC(M) - ▇▇▇ ▇▇- ▇▇▇ - 45-79 - 20-40 - 0- 25 - - 0-12B Maintenance Stabilization Light- weightC - - - - 100 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST C204026 I-5956 Guilford C204025 I-5954 Alamance & Alamance Orange Counties with the following: A. See Subarticle 1005-4(A). B. See Subarticle 1005-4(B). C. For Lightweight Aggregate used in Structural Concrete, see Subarticle 1014-2(E)(6). (A) At least 50% of the rock has a diameter of from 1.5 ft to 3 ft, (B) 30% of the rock ranges in size from 2” to 1.5 ft in diameter, and