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 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, 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-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST 14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx 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
Appears in 1 contract
Samples: Roadway Contract
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- 000 00- 00 90-100 20-55 0-00 15 - 0-5 - - - - - A Asphalt Plant Mix 467M 000 00- 00-000 - 35- 35-70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 6M - - 100 90- 000 00- 00 90-100 20-55 0-00 20 0-5 - 8 - - - - A AST, Sediment Control Stone 57M AST 67 - - 000 00- 00-000 - 25- 45 - 20-55 0-10 0-5 - - - A Asphalt Plant Mix, AST, Structural Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 78M - - - 100 98- 98-100 75- 000 00- 00 75-100 20-45 0-00 15 - - - A Asphalt Plant Mix, AST, Str. ConcStructural Concrete, Weep Hole Drains 14M - - - - - 000 00- 00 0100 98-00 100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains, 9 - - - - - 100 85- 000 00- 00 - 0-10 - A AST Drains ABC - 000 00- 00-00 - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (MABC(M) - 000 00- 000 - 45- 45-79 - 20- 20-40 - 0- 25 - - 0- 0-12B Maintenance Stabilization Light-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties with the G-25 DN11714185 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
Appears in 1 contract
Samples: Contract
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- 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 #8 #10 #16 #40 #200 Remarks 57M - 000 00- 00-000 - 25- 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M 67 - - 100 90- 000 00- 00 00-000 - 20-55 0-00 10 0-8 - - - - A AST 78M - - - 100 98- 100 75- 000 00- 00 0-00 5 - - - A Asphalt Plant Mix, AST, Str. ConcStructural Concrete 78M - - - 100 98-100 75-100 20-45 0-15 - - - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 14M - - - - - 000 00- 00 0100 98-00 100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains, 9 - Drains 9M - - - - 100 85- 000 00- 00 98-100 85-100 10-40 - 0-10 - A AST ABC - 000 00- 00-00 - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (MABC(M) - 000 00- 000 - 45- 45-79 - 20- 20-40 - 0- 25 - - 0- 0-12B Maintenance Stabilization Light-C Light- weightC - - - - 100 80- 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties AST C203871 I-5833 XxXxxxxx 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
Appears in 1 contract
Samples: Roadway & Structure Contract
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- 000 00- 00 90-100 20-55 0-00 15 - 0-5 - - - - - A Asphalt Plant Mix 467M 000 00- 00-000 - 35- 35-70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 6M - - 100 90- 000 00- 00 90-100 20-55 0-00 20 0-5 - 8 - - - - A AST, Sediment Control Stone 57M AST 67 - - 000 00- 00-000 - 25- 45 - 20-55 0-10 0-5 - - - A Asphalt Plant Mix, AST, Structural Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 78M - - - 100 98- 98-100 75- 000 00- 00 75-100 20-45 0-00 15 - - - A Asphalt Plant Mix, AST, Str. ConcStructural Concrete, Weep Hole Drains 14M - - - - - 000 00- 00 0100 98-00 100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains, 9 - - - - - 100 85- 000 00- 00 - 0-10 - A AST Drains ABC - 000 00- 00-00 - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (MABC(M) - 000 00- 000 - 45- 45-79 - 20- 20-40 - 0- 25 - - 0- 0-12B Maintenance Stabilization Light-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1G-27 DN00531 SS-4914CN, etc R-13 XxxxxxxCR, Xxxxxxx and Xxxxx Counties with the CO 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: 28 Day Design 28 Day Design Compressive Page 10-151, Article 1080-4, INSPECTION AND SAMPLING, lines 18-22, replace (B), (C) and (D) with the following:
Appears in 1 contract
Samples: Contract
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- 000 00- 00 90-100 20-55 0-00 15 - 0-5 - - - - - A Asphalt Plant Mix 467M 000 00- 00-000 - 35- 35-70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 6M - - 100 90- 000 00- 00 90-100 20-55 0-00 20 0-5 - 8 - - - - A AST, Sediment Control Stone 57M AST 67 - - 000 00- 00-000 - 25- 45 - 20-55 0-10 0-5 - - - A Asphalt Plant Mix, AST, Structural Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 78M - - - 100 98- 98-100 75- 000 00- 00 75-100 20-45 0-00 15 - - - A Asphalt Plant Mix, AST, Str. ConcStructural Concrete, Weep Hole Drains 14M - - - - - 000 00- 00 0100 98-00 100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains, 9 - - - - - 100 85- 000 00- 00 - 0-10 - A AST Drains ABC - 000 00- 00-00 - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (MABC(M) - 000 00- 000 - 45- 45-79 - 20- 20-40 - 0- 25 - - 0- 0-12B Maintenance Stabilization Light-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties with the G-45 DN00431 W-5506 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
Appears in 1 contract
Samples: Contract
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- 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 #8 #10 #16 #40 #200 Remarks 57M - 000 00- 00-000 - 25- 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M 67 - - 100 90- 000 00- 00 00-000 - 20-55 0-00 10 0-8 - - - - A AST 78M - - - 100 98- 100 75- 000 00- 00 0-00 5 - - - A Asphalt Plant Mix, AST, Str. ConcStructural Concrete 78M - - - 100 98-100 75-100 20-45 0-15 - - - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 14M - - - - - 000 00- 00 0100 98-00 100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains, 9 - Drains 9M - - - - 100 85- 000 00- 00 98-100 85-100 10-40 - 0-10 - A AST ABC - 000 00- 00-00 - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (MABC(M) - 000 00- 000 - 45- 45-79 - 20- 20-40 - 0- 25 - - 0- 0-12B Maintenance Stabilization Light-C Light- weightC - - - - 100 80- 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties 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
Appears in 1 contract
Samples: Roadway & Structure Contract
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- 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 #8 #10 #16 #40 #200 Remarks 57M - 000 00- 00-000 - 25- 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M 67 - - 100 90- 000 00- 00 00-000 - 20-55 0-00 10 0-8 - - - - A AST 78M - - - 100 98- 100 75- 000 00- 00 0-00 5 - - - A Asphalt Plant Mix, AST, Str. ConcStructural Concrete 78M - - - 100 98-100 75-100 20-45 0-15 - - - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 14M - - - - - 000 00- 00 0100 98-00 100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains, 9 - Drains 9M - - - - 100 85- 000 00- 00 98-100 85-100 10-40 - 0-10 - A AST ABC - 000 00- 00-00 - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (MABC(M) - 000 00- 000 - 45- 45-79 - 20- 20-40 - 0- 25 - - 0- 0-12B Maintenance Stabilization Light-C Light- weightC - - - - 100 80- 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties AST C203916 I-5960 Mecklenburg 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
Appears in 1 contract
Samples: Roadway Contract
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- 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 #8 #10 #16 #40 #200 Remarks 57M - 000 00- 00-000 - 25- 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M 67 - - 100 90- 000 00- 00 00-000 - 20-55 0-00 10 0-8 - - - - A AST 78M - - - 100 98- 100 75- 000 00- 00 0-00 5 - - - A Asphalt Plant Mix, AST, Str. ConcStructural Concrete 78M - - - 100 98-100 75-100 20-45 0-15 - - - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 14M - - - - - 000 00- 00 0100 98-00 100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains, 9 - Drains 9M - - - - 100 85- 000 00- 00 98-100 85-100 10-40 - 0-10 - A AST ABC - 000 00- 00-00 - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (MABC(M) - 000 00- 000 - 45- 45-79 - 20- 20-40 - 0- 25 - - 0- 0-12B Maintenance Stabilization Light-C Light- weightC - - - - 100 80- 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01AST C203964 2017CPT.01.11.10581.1, etc. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties Xxxxxx 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)
Appears in 1 contract
Samples: Roadway Contract
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- 000 00- 00 90-100 20-55 0-00 15 - 0-5 - - - - - A Asphalt Plant Mix 467M 000 00- 00-000 - 35- 35-70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 6M - - 100 90- 000 00- 00 90-100 20-55 0-00 20 0-5 - 8 - - - - A AST, Sediment Control Stone 57M AST 67 - - 000 00- 00-000 - 25- 45 - 20-55 0-10 0-5 - - - A Asphalt Plant Mix, AST, Structural Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 78M - - - 100 98- 98-100 75- 000 00- 00 75-100 20-45 0-00 15 - - - A Asphalt Plant Mix, AST, Str. ConcStructural Concrete, Weep Hole Drains 14M - - - - - 000 00- 00 0100 98-00 100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains, 9 - - - - - 100 85- 000 00- 00 - 0-10 - A AST Drains ABC - 000 00- 00-00 - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (M) - 000 00- 000 - 45- 79 - 20- 40 - 0- 25 - - 0- 12B Maintenance Stabilization Light-C Light- weightC - - - - 100 80- 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties with the 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:
Appears in 1 contract
Samples: Contract
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- 000 00- 00 90-100 20-55 0-00 15 - 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- 00-000 - 25- 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 90-100 20-55 0-00 20 0-8 - - - - A AST 78M - - - 100 98- 100 75- 000 00- 00 0-00 - - - A Asphalt Plant Mix, AST, Str. Conc, Weep Hole Drains 149M - - - - - 000 00- 00 0100 98-00 - 0100 85-8 - A Asphalt Plant Mix, AST, Weep Hole Drains, 9 - - - - - 100 85- 000 00- 00 10-40 - 0-10 - A AST ABC - 000 00- 00-00 - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (MABC(M) - 000 00- 000 - 45- 45-79 - 20- 20-40 - 0- 25 - - 0- 0-12B Maintenance Stabilization Light-C Light- weightC - - - - 100 80- 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx AST C203931 I-5839 Northampton & Halifax 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
(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)
Appears in 1 contract
Samples: Roadway & Structure Contract
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- 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 #8 #10 #16 #40 #200 Remarks 57M - 000 00- 00-000 - 25- 25-45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M 67 - - 100 90- 000 00- 00 00-000 - 20-55 0-00 10 0-8 - - - - A AST 78M - - - 100 98- 100 75- 000 00- 00 0-00 5 - - - A Asphalt Plant Mix, AST, Str. ConcStructural Concrete 78M - - - 100 98-100 75-100 20-45 0-15 - - - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 14M - - - - - 000 00- 00 0100 98-00 100 35-70 5-20 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains, 9 - Drains 9M - - - - 100 85- 000 00- 00 98-100 85-100 10-40 - 0-10 - A AST ABC - 000 00- 00-00 - 55- 55-80 - 35- 35-55 - 25- 25-45 - 14- 14-30 4- 4-12B Aggregate Base Course, Aggregate Stabilization ABC (MABC(M) - 000 00- 000 - 45- 45-79 - 20- 20-40 - 0- 25 - - 0- 0-12B Maintenance Stabilization Light-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties 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
Appears in 1 contract
Samples: Roadway Contract
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 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, 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-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01C203897 2017CPT.13.03.10571, etc. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties Madison 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
Appears in 1 contract
Samples: Roadway Contract
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 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-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties G-38 DN00506 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. 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 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)
Appears in 1 contract
Samples: Contract
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 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, 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-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST
14.01. 10441.1, etc R-13 Xxxxxxx, Xxxxxxx and Xxxxx Counties C203869 I-5768 Mecklenburg 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
Appears in 1 contract
Samples: Roadway & Structure Contract
