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 57M - ▇▇▇ ▇▇-▇▇▇ - 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 67 - - ▇▇▇ ▇▇-▇▇▇ - 20-55 0-10 0-5 - - - A Asphalt Plant Mix, AST, Structural Concrete 78M - - - 100 98-100 75-100 20-45 0-15 - - - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 14M - - - - 100 98-100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 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 C203929 I-5765 Davie County 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 #8 #10 #16 #40 #200 Remarks 57M - ▇▇▇ ▇▇-▇▇▇ - 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 67 - - ▇▇▇ ▇▇-▇▇▇ - 20-55 0-10 0-5 - - - A Asphalt Plant Mix, AST, Structural Concrete 78M - - - 100 98-100 75-100 20-45 0-15 - - - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 14M - - - - 100 98-100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 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 C203929 I-5765 Davie C203964 2017CPT.01.11.10581.1, etc. ▇▇▇▇▇▇ County 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 (C) Not more than 20% of the rock is less than 2” in diameter. No rippable rock will be permitted. CRITERIA FOR ACCEPTANCE OF BORROW MATERIAL, under second column in both tables, replace second row with the following: CONCRETE, replace with the following: Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the second paragraph with the following: Page 10-115, Subarticle 1074-7(B), Gray Iron Castings, lines 10-11, replace the first two sentences with the following: TABLE 1078-1 REQUIREMENTS FOR CONCRETE Page 10-126, Table 1078-1, REQUIREMENTS FOR CONCRETE, replace with the following: Property 28 Day Design Compressive Strength 6,000 psi or less 28 Day Design Compressive Strength greater than 6,000 psi Page 10-151, Article 1080-4, INSPECTION AND SAMPLING, lines 18-22, replace (B), (C)

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. with the following: Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 574 100 90-100 20-55 0-15 - 0-5 - - - - - A Asphalt Plant Mix 467M - ▇▇▇ ▇▇-▇▇▇ - 2535-45 70 - 0-10 30 0-5 - - - - A AST, Concrete Pavement Asphalt Plant Mix 6M - - 100 90-100 20-55 0-20 0-8 - - - - A AST 67 - - ▇▇▇ ▇▇-▇▇▇ - 20-55 0-10 0-5 - - - A Asphalt Plant Mix, AST, Structural Concrete 78M - - - 100 98-100 75-100 20-45 0-15 - - - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 14M - - - - 100 98-100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 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 C203929 I-5765 Davie County with the following:C203945 B-4964 Rockingham County 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