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. 4 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - 0-5 - - - - - A Asphalt Plant Mix 467M ▇▇▇ ▇▇- ▇▇▇ - 35- 70 - 0-30 0-5 - - - - A Asphalt Plant Mix 57M - ▇▇▇ ▇▇- ▇▇▇ - 25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-8 - - - - A AST 67 - - ▇▇▇ ▇▇- ▇▇▇ - 20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix 78M - - - 100 98- 100 75- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - - - A Asphalt Plant Mix, AST, Str. Conc, Weep Hole Drains 14M - - - - - ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - 0-8 - A Asphalt Plant Mix, AST, Weep Hole Drains, Str. Concrete 9 - - - - - 100 85- ▇▇▇ ▇▇- ▇▇ - 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 C203861 2016CPT.06.08.10091.1, etc R-24 Bladen and Columbus 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). Page 10-39, Article 1016-3, CLASSIFICATIONS , lines 27-32, replace with the following: (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" #4 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - 0-5 - - - - - A Asphalt Plant Mix 467M ▇▇▇ ▇▇- ▇▇▇ - 35- 70 - 0-30 0-5 - - - - A Asphalt Plant Mix #8 #10 #16 #40 #200 Remarks 57M - ▇▇▇ ▇▇- -▇▇▇ - 25- 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-8 - - - - A AST 67 - - ▇▇▇ ▇▇- -▇▇▇ - 20- 20-55 0-10 0-5 - - - A Asphalt Plant Mix, AST, Str. Concrete, Asphalt Plant Mix Structural Concrete 78M - - - 100 98- 98-100 75- ▇▇▇ ▇▇- ▇▇ ▇75-▇▇ 100 20-45 0-15 - - - A Asphalt Plant Mix, AST, Str. ConcStructural Concrete, Weep Hole Drains 14M - - - - - ▇▇▇ ▇▇- ▇▇ ▇100 98-▇▇ 100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains, Str. Concrete 9 - Drains 9M - - - - 100 85- ▇▇▇ ▇▇- ▇▇ 98-100 85-100 10-40 - 0-10 - A AST ABC - ▇▇▇ ▇▇- -▇▇ - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (MABC(M) - ▇▇▇ ▇▇- ▇▇▇ - 45- 45-79 - 20- 20-40 - 0- 25 - - 0- 0-12B Maintenance Stabilization Light- weightC - - - - 100 80- 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST C203861 2016CPT.06.08.10091.1, etc R-24 Bladen and Columbus 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). Page 10-39, Article 1016-3, CLASSIFICATIONS , lines 27-32, replace with the following: (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, andAST