Handling and Storing Test Panels Sample Clauses

The "Handling and Storing Test Panels" clause sets out the requirements and procedures for the proper management of test panels during a project. It typically details how test panels should be transported, stored, and protected to prevent damage or contamination, and may specify environmental conditions such as temperature or humidity controls. By establishing clear standards for handling and storage, this clause ensures the integrity and reliability of test panels, thereby supporting accurate testing results and minimizing the risk of compromised samples.
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 5 - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-5 - - - - - A AST, Sediment Control Stone 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 C203782 I-5309, I-5836 Alamance 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
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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 467M ▇▇▇ ▇▇-▇▇▇ - 35-70 - 0-30 0-5 - - - - A 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 ABC - ▇▇▇ ▇▇-▇▇ - 55-80 - 35-55 - 25-45 - 14-30 4-12B Aggregate Base Course, Aggregate Stabilization Light- weightC - - - - 100 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST G-43 DN00122 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. Page 10-40, Tables 1018-1 and 1018-2, PIEDMONT, WESTERN AND COASTAL AREA CRITERIA FOR ACCEPTANCE OF BORROW MATERIAL, under second column in both tables, replace second row 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) and (D) with the following:
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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. Fly ash may be substituted for cement in the mix design up to 30% at a rate of 1.0 lb of fly ash to each pound of cement replaced. Fly ash may be substituted for cement in the mix design up to 30% at a rate of 1.0 lb of fly ash to each pound of cement replaced. Use Table 1000-1 to determine the maximum allowable water- cementitious material (cement + fly ash) ratio for the classes of concrete listed. the table. 4 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - 0-5 - - - - - A Asphalt Plant Mix 467M ▇▇▇ ▇▇- ▇▇▇ - 35- 70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-5 - - - - - A AST, Sediment Control Stone 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 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 65
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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 C203871 I-5833 ▇▇▇▇▇▇▇▇ 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
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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
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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
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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
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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 C204089 2018CPT.13.01.10111, etc. Buncombe County with the following:
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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. Shoulder Drain, AST, Weep Hole Drains,
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