Handling and Storing Test Panels Sample Clauses

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- 000 00- 00 0-00 - 0-5 - - - - - A Asphalt Plant Mix 467M 000 00- 000 - 35- 70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 - 100 90- 000 00- 00 0-00 0-5 - - - - - A AST, Sediment Control Stone 57M - 000 00- 000 - 25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00- 000 - 20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix 78M - - - 100 98- 100 75- 000 00- 00 0-00 - - - A Asphalt Plant Mix, AST, Str. Conc, Weep Hole Drains 14M - - - - - 000 00- 00 0-00 - 0-8 - A Asphalt Plant Mix, AST, Weep Hole Drains, Str. Concrete 9 - - - - - 100 85- 000 00- 00 - 0-10 - A AST ABC - 000 00- 00 - 55- 80 - 35- 55 - 25- 45 - 14- 30 4- 12B Aggregate Base Course, Aggregate Stabilization ABC (M) - 000 00- 000 - 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 C203914 I-5821, I-5738, I-5789 Guilford and Xxxxxxxx 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
Sample 1See All (27)
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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 - 000 00-000 - 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 67 - - 000 00-000 - 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 - 000 00-00 - 55-80 - 35-55 - 25-45 - 14-30 4-12B Aggregate Base Course, Aggregate Stabilization ABC(M) - 000 00- 000 - 45-79 - 20-40 - 0- 25 - - 0-12B Maintenance Stabilization C203948 SS-4913CL Buncombe 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
Sample 1See All (11)
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- 000 00- 00 0-00 - 0-5 - - - - - A Asphalt Plant Mix 467M 000 00- 000 - 35- 70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 - 100 90- 000 00- 00 0-00 0-5 - - - - - A AST, Sediment Control Stone 57M - 000 00- 000 - 25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00- 000 - 20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix 78M - - - 100 98- 100 75- 000 00- 00 0-00 - - - A Asphalt Plant Mix, AST, Str. Conc, Weep Hole Drains 9 - - - - - 100 85- 000 00- 00 - 0-10 - A AST ABC - 000 00- 00 - 55- 80 - 35- 55 - 25- 45 - 14- 30 4- 12B Aggregate Base Course, Aggregate Stabilization ABC (M) - 000 00- 000 - 45- 79 - 20- 40 - 0- 25 - - 0- 12B Maintenance Stabilization 65
Sample 1Sample 2See All (4)
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 4 100 90-100 20-55 0-15 - 0-5 - - - - - A Asphalt Plant Mix 467M 000 00-000 - 35-70 - 0-30 0-5 - - - - A Asphalt Plant Mix 6M - - 100 90-100 20-55 0-20 0-8 - - - - A AST 67 - - 000 00-000 - 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 - 000 00-00 - 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 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). (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
Sample 1
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 - 000 00-000 - 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 - 000 00-00 - 55-80 - 35-55 - 25-45 - 14-30 4-12B Aggregate Base Course, Aggregate Stabilization ABC(M) - 000 00- 000 - 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 C204025 I-5954 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
Sample 1
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,
Sample 1
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 - 000 00-000 - 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 - 000 00-00 - 55-80 - 35-55 - 25-45 - 14-30 4-12B Aggregate Base Course, Aggregate Stabilization ABC(M) - 000 00- 000 - 45-79 - 20-40 - 0- 25 - - 0-12B Maintenance Stabilization C204089 2018CPT.13.01.10111, etc. Buncombe County with the following:
Sample 1
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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 - 000 00-000 - 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 - 000 00-00 - 55-80 - 35-55 - 25-45 - 14-30 4-12B Aggregate Base Course, Aggregate Stabilization ABC(M) - 000 00- 000 - 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 C204031 2018CPT.14.01.10751.1, etc. R-19 Polk, Xxxxxxxxx & Transylvania 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 (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: 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)
Sample 1
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 - 000 00-000 - 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 67 - - 000 00-000 - 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 - 000 00-00 - 55-80 - 35-55 - 25-45 - 14-30 4-12B Aggregate Base Course, Aggregate Stabilization ABC(M) - 000 00- 000 - 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
Sample 1

Related to Handling and Storing Test Panels

  • Substance Abuse Testing The Parties agree that it is in the best interest of all concerned to promote a safe working environment. The Union has no objection to pre-employment substance abuse testing when required by the Employer and further, the Union has no objection to voluntary substance abuse testing to qualify for employment on projects when required by a project owner. The cost and scheduling of such testing shall be paid for and arranged by the Employer. The Union agrees to reimburse the Employer for any failed pre-access Alcohol and Drug test costs.

  • Random Testing Notwithstanding any provisions of the Collective Agreement or any special agreements appended thereto, section 4.6 of the Canadian Model will not be applied by agreement. If applied to a worker dispatched by the Union, it will be applied or deemed to be applied unilaterally by the Employer. The Union retains the right to grieve the legality of any imposition of random testing in accordance with the Grievance Procedure set out in this Collective Agreement.

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