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 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

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-5309C203893 2017CPT.08.02.10621, I-5836 Alamance County etc. ▇▇▇▇▇▇▇▇▇▇ and ▇▇▇▇▇▇▇▇ 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. 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-5309C203897 2017CPT.13.03.10571, I-5836 Alamance etc. 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

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-5309C203777 I-5724, I-5836 Alamance County I-5726 Halifax and ▇▇▇▇ 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 10-3940, Article 1016Tables 1018-31 and 1018-2, CLASSIFICATIONS PIEDMONT, lines 27-32WESTERN 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: (A) At least 50% : Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the rock has a diameter of from 1.5 ft to 3 ftsecond 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), (B) 30% of the rock ranges in size from 2” to 1.5 ft in diameter, andC)

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 C203717 2016CPT.08.03.10621.1 ▇▇▇▇▇▇▇▇▇▇ and ▇▇▇▇▇▇▇▇ 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 10-3940, Article 1016Tables 1018-31 and 1018-2, CLASSIFICATIONS PIEDMONT, lines 27-32WESTERN 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: (A) At least 50% : Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the rock has a diameter of from 1.5 ft to 3 ftsecond paragraph with the following: Page 10-73, (B) 30% Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of the rock ranges second paragraph and replace with the following: Page 10-73, Article 1056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, GEOTEXTILES, line 33, add the following after the first sentence in size from 2” to 1.5 ft in diameter, andthe second paragraph: Property Requirement Test Method A. Minimum roll width of 36" required.

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-5309C203914 I-5821, I-5836 Alamance County I-5738, I-5789 Guilford and ▇▇▇▇▇▇▇▇ 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. 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-5309C203901 I-5734, I-5836 Alamance I-5762 Guilford 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. 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 Light-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203782 I-5309C203909 2017CPT.14.02.10451.1, I-5836 Alamance County etc. R-21 ▇▇▇▇▇▇▇▇▇, ▇▇▇▇ and 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). 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. 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 C203818 I-5788 Cumberland and Harnett 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. 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-5309C203851 2016CPT.10.58.20902.8, I-5836 Alamance etc. R-28 Union 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. 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-5309C203785 I-5790, I-5836 Alamance I-5855 Guilford 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. 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 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

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 57 - ▇▇▇ ▇▇- ▇▇▇ - 25- 60 - 0-10 0-5 - - - A AST, Str. Concrete, Shoulder Drain, 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 G-47 DN00111 N/A 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 10-3940, Article 1016Tables 1018-31 and 1018-2, CLASSIFICATIONS PIEDMONT, lines 27-32WESTERN 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: (A) At least 50% : Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the rock has a diameter second paragraph with the following: Page 10-73, Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of from 1.5 the second paragraph and replace with the following: Page 10-73, Article 1056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, GEOTEXTILES, line 33, add the following after the first sentence in the second paragraph: Property Requirement Test Method A. Minimum roll width of 36" required. B. Minimum roll width of 13 ft to 3 ftrequired. C. ▇▇▇▇ per Article 1056-3. D. AASHTO M 288. E. US Sieve No. per AASHTO M 92. F. Maximum average roll value. G. After 500 hours of exposure. Page 10-74, Article 1056-5, GEOCOMPOSITES, lines 7-8, replace the first sentence 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), (B) 30% of the rock ranges in size from 2” to 1.5 ft in diameter, andC)

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-5309C203741 2016CPT.13.05.10611.1, I-5836 Alamance etc. R-21 ▇▇▇▇▇▇▇▇ 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 10-3940, Article 1016Tables 1018-31 and 1018-2, CLASSIFICATIONS PIEDMONT, lines 27-32WESTERN 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: (A) At least 50% : Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the rock has a diameter of from 1.5 ft to 3 ftsecond paragraph with the following: Page 10-73, (B) 30% Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of the rock ranges second paragraph and replace with the following: Page 10-73, Article 1056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, GEOTEXTILES, line 33, add the following after the first sentence in size from 2” to 1.5 ft in diameter, andthe second paragraph: Property Requirement Test Method A. Minimum roll width of 36" required.

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 C203745 BP-5500FF ▇▇▇▇▇▇ 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 10-3940, Article 1016Tables 1018-31 and 1018-2, CLASSIFICATIONS PIEDMONT, lines 27-32WESTERN 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: (A) At least 50% : Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the rock has a diameter second paragraph with the following: Page 10-73, Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of from 1.5 the second paragraph and replace with the following: Page 10-73, Article 1056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, GEOTEXTILES, line 33, add the following after the first sentence in the second paragraph: Property Requirement Test Method A. Minimum roll width of 36" required. B. Minimum roll width of 13 ft to 3 ftrequired. ▇. ▇▇▇▇ per Article 1056-3. ▇. ▇▇▇▇▇▇ M 288. E. US Sieve No. per AASHTO M 92. F. Maximum average roll value. G. After 500 hours of exposure. Page 10-74, Article 1056-5, GEOCOMPOSITES, lines 7-8, replace the first sentence 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), (B) 30% of the rock ranges in size from 2” to 1.5 ft in diameter, andC)

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-5309C203764 W-5601AJ, I-5836 Alamance I-5737, I-5763 ▇▇▇▇▇▇▇▇ 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 10-3940, Article 1016Tables 1018-31 and 1018-2, CLASSIFICATIONS PIEDMONT, lines 27-32WESTERN 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: (A) At least 50% : Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the rock has a diameter second paragraph with the following: Page 10-73, Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of from 1.5 the second paragraph and replace with the following: Page 10-73, Article 1056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, GEOTEXTILES, line 33, add the following after the first sentence in the second paragraph: Property Requirement Test Method A. Minimum roll width of 36" required. B. Minimum roll width of 13 ft to 3 ftrequired. ▇. ▇▇▇▇ per Article 1056-3. ▇. ▇▇▇▇▇▇ M 288. E. US Sieve No. per AASHTO M 92. F. Maximum average roll value. G. After 500 hours of exposure. Page 10-74, Article 1056-5, GEOCOMPOSITES, lines 7-8, replace the first sentence 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), (B) 30% of the rock ranges in size from 2” to 1.5 ft in diameter, andC)

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 C203819 I-5731 Cumberland 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. 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)

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 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)

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-5309C203822 BP-5500D, I-5836 Alamance BP-5500E Catawba 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. 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 Light-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203782 I-5309C203910 2017CPT.14.03.10221.1, I-5836 Alamance County etc. R-18 Cherokee,▇▇▇▇,▇▇▇▇▇▇,▇▇▇▇▇▇▇,Macon,▇▇▇▇▇ 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. 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-5309C203737 2016CPT.13.01.10111.1, I-5836 Alamance etc. 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

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 C203778 I-5727 & I-5842 ▇▇▇▇▇▇ 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 10-3940, Article 1016Tables 1018-31 and 1018-2, CLASSIFICATIONS PIEDMONT, lines 27-32WESTERN 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: (A) At least 50% : Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the rock has a diameter of from 1.5 ft to 3 ftsecond 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), (B) 30% of the rock ranges in size from 2” to 1.5 ft in diameter, andC)

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 Light-C - - - - 100 80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203782 I-5309AST 14.01. 10441.1, I-5836 Alamance County etc R-13 ▇▇▇▇▇▇▇, ▇▇▇▇▇▇▇ and ▇▇▇▇▇ 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. 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-5309C203736 2016CPT.13.02.10121.1, I-5836 Alamance etc. R-27 ▇▇▇▇▇ 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 10-3940, Article 1016Tables 1018-31 and 1018-2, CLASSIFICATIONS PIEDMONT, lines 27-32WESTERN 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: (A) At least 50% : Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the rock has a diameter of from 1.5 ft to 3 ftsecond paragraph with the following: Page 10-73, (B) 30% Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of the rock ranges second paragraph and replace with the following: Page 10-73, Article 1056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, GEOTEXTILES, line 33, add the following after the first sentence in size from 2” to 1.5 ft in diameter, andthe second paragraph: Property Requirement Test Method A. Minimum roll width of 36" required.

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 C203765 I-5787 Granville and ▇▇▇▇▇ 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 10-3940, Article 1016Tables 1018-31 and 1018-2, CLASSIFICATIONS PIEDMONT, lines 27-32WESTERN 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: (A) At least 50% : Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the rock has a diameter of from 1.5 ft to 3 ftsecond paragraph with the following: Page 10-73, (B) 30% Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of the rock ranges second paragraph and replace with the following: Page 10-73, Article 1056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, GEOTEXTILES, line 33, add the following after the first sentence in size from 2” to 1.5 ft in diameter, andthe second paragraph: Property Requirement Test Method A. Minimum roll width of 36" required.