Common use of Handling and Storing Test Panels Clause in Contracts

Handling and Storing Test Panels. Notify the Area Materials Engineer when preconstruction or production test panels are made within 24 hours of shooting the panels. Field cure and protect test panels from damage in accordance with ASTM C1140 until the Department transports panels to the Materials and Tests Regional Laboratory for coring. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 57M - 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 C203870 I-5809 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 (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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx County C203765 I-5787 Granville 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 (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 10-11573, 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 1078Article 1056-1, REQUIREMENTS FOR CONCRETEDESCRIPTION, lines 7-8, delete the first sentence of the second paragraph and 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 10-15173, Article 10801056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, INSPECTION AND SAMPLINGGEOTEXTILES, lines 18-22line 33, replace (B), (C)add the following after the first sentence in the 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. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx County 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 (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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203764 W-5601AJ, I-5737, I-5763 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 (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 10-73, Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of 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 required. X. XXXX per Article 1056-3. X. XXXXXX 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 Page 10-126, Table 1078-1, REQUIREMENTS FOR CONCRETE, replace with the following: Property 28 Day Design Compressive Strength 6,000 psi or less 28 Day Design Compressive Strength greater than 6,000 psi Page 10-151, Article 1080-4, INSPECTION AND SAMPLING, lines 18-22, replace (B), (C)

Handling and Storing Test Panels. Notify the Area Materials Engineer when preconstruction or production test panels are made within 24 hours of shooting the panels. Field cure and protect test panels from damage in accordance with ASTM C1140 until the Department transports panels to the Materials and Tests Regional Laboratory for coring. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203822 BP-5500D, 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 (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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC Light-C - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx County C203909 2017CPT.14.02.10451.1, etc. R-21 Xxxxxxxxx, Xxxx 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 (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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203745 BP-5500FF 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. 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 10-73, Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of 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 required. X. XXXX per Article 1056-3. X. XXXXXX 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 Page 10-126, Table 1078-1, REQUIREMENTS FOR CONCRETE, replace with the following: Property 28 Day Design Compressive Strength 6,000 psi or less 28 Day Design Compressive Strength greater than 6,000 psi Page 10-151, Article 1080-4, INSPECTION AND SAMPLING, lines 18-22, replace (B), (C)

Handling and Storing Test Panels. Notify the Area Materials Engineer when preconstruction or production test panels are made within 24 hours of shooting the panels. Field cure and protect test panels from damage in accordance with ASTM C1140 until the Department transports panels to the Materials and Tests Regional Laboratory for coring. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 67 6M - - 100 90- 000 00-000 - 20-55 00- 00 0-10 00 0-5 8 - - - - A AST 78M - - - 100 98- 100 75- 000 00- 00 0-00 - - - A Asphalt Plant Mix, AST, Structural Concrete 78M - - - 100 98-100 75-100 20-45 0-15 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC Light-C - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx County C203910 2017CPT.14.03.10221.1, etc. R-18 Cherokee,Xxxx,Xxxxxx,Xxxxxxx,Macon,Xxxxx 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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203736 2016CPT.13.02.10121.1, etc. R-27 Xxxxx 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 10-11573, 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 1078Article 1056-1, REQUIREMENTS FOR CONCRETEDESCRIPTION, lines 7-8, delete the first sentence of the second paragraph and 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 10-15173, Article 10801056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, INSPECTION AND SAMPLINGGEOTEXTILES, lines 18-22line 33, replace (B), (C)add the following after the first sentence in the 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. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203901 I-5734, 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 (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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx County C203717 2016CPT.08.03.10621.1 Xxxxxxxxxx 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 (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 10-11573, 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 1078Article 1056-1, REQUIREMENTS FOR CONCRETEDESCRIPTION, lines 7-8, delete the first sentence of the second paragraph and 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 10-15173, Article 10801056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, INSPECTION AND SAMPLINGGEOTEXTILES, lines 18-22line 33, replace (B), (C)add the following after the first sentence in the 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. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203785 I-5790, 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 (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)

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 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 57M - 000 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx County C203861 2016CPT.06.08.10091.1, etc R-24 Bladen and Columbus Counties with the following: A. See Subarticle 1005-4(A). B. See Subarticle 1005-4(B). C. For Lightweight Aggregate used in Structural Concrete, see Subarticle 1014-2(E)(6). Page 10-39, Article 1016-3, CLASSIFICATIONS , lines 27-32, replace with the following: (A) At least 50% of the rock has a diameter of from 1.5 ft to 3 ft, (B) 30% of the rock ranges in size from 2” to 1.5 ft in diameter, and (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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203729 W-5601BM Columbus 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 10-11573, 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 1078Article 1056-1, REQUIREMENTS FOR CONCRETEDESCRIPTION, lines 7-8, delete the first sentence of the second paragraph and 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 10-15173, Article 10801056-42, INSPECTION HANDLING AND SAMPLINGSTORING, lines 18-22line 17, replace “mechanically stabilized earth (B), (C)MSE) wall faces” with “temporary wall faces”. 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. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx County C203893 2017CPT.08.02.10621, etc. Xxxxxxxxxx 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 (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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203741 2016CPT.13.05.10611.1, etc. R-21 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 (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 10-11573, 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 1078Article 1056-1, REQUIREMENTS FOR CONCRETEDESCRIPTION, lines 7-8, delete the first sentence of the second paragraph and 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 10-15173, Article 10801056-2, HANDLING AND STORING, line 17, replace “mechanically stabilized earth (MSE) wall faces” with “temporary wall faces”. Page 10-73, Article 1056-4, INSPECTION AND SAMPLINGGEOTEXTILES, lines 18-22line 33, replace (B), (C)add the following after the first sentence in the 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. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203755 W-5103A New Hanover 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 10-73, Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of 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 required. X. XXXX per Article 1056-3. X. XXXXXX 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 Page 10-126, Table 1078-1, REQUIREMENTS FOR CONCRETE, replace with the following: Property 28 Day Design Compressive Strength 6,000 psi or less 28 Day Design Compressive Strength greater than 6,000 psi Page 10-151, Article 1080-4, INSPECTION AND SAMPLING, lines 18-22, replace (B), (C)

Handling and Storing Test Panels. Notify the Area Materials Engineer when preconstruction or production test panels are made within 24 hours of shooting the panels. Field cure and protect test panels from damage in accordance with ASTM C1140 until the Department transports panels to the Materials and Tests Regional Laboratory for coring. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203737 2016CPT.13.01.10111.1, 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 (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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx 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 (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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx 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 Page 10-126, Table 1078-1, REQUIREMENTS FOR CONCRETE, replace with the following: Property 28 Day Design Compressive Strength 6,000 psi or less 28 Day Design Compressive Strength greater than 6,000 psi Page 10-151, Article 1080-4, INSPECTION AND SAMPLING, lines 18-22, replace (B), (C)

Handling and Storing Test Panels. Notify the Area Materials Engineer when preconstruction or production test panels are made within 24 hours of shooting the panels. Field cure and protect test panels from damage in accordance with ASTM C1140 until the Department transports panels to the Materials and Tests Regional Laboratory for coring. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx County C203777 I-5724, I-5726 Halifax and Xxxx 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)

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 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx 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 (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)

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. Std4 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 57 - 000 00- 000 - 25- 60 - 0-10 0-5 - - - A AST, Str. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks Concrete, Shoulder Drain, 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 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx 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 10-39, 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 10-73, Article 1056-1, DESCRIPTION, lines 7-8, delete the first sentence of 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 required. C. XXXX 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 Page 10-126, Table 1078-1, REQUIREMENTS FOR CONCRETE, replace with the following: Property 28 Day Design Compressive Strength 6,000 psi or less 28 Day Design Compressive Strength greater than 6,000 psi Page 10-151, Article 1080-4, INSPECTION AND SAMPLING, lines 18-22, replace (B), (C)

Handling and Storing Test Panels. Notify the Area Materials Engineer when preconstruction or production test panels are made within 24 hours of shooting the panels. Field cure and protect test panels from damage in accordance with ASTM C1140 until the Department transports panels to the Materials and Tests Regional Laboratory for coring. Std. Size # 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 #8 #10 #16 #40 #200 Remarks 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 00-00- 000 - 25-25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- 000 00- 00 0-00 0-8 - - - - A AST 67 - - 000 00-00- 000 - 20-20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix, AST, Structural Concrete Mix 78M - - - 100 98-98- 100 75-100 20-45 75- 000 00- 00 0-15 00 - - - A Asphalt Plant Mix, AST, Structural ConcreteStr. Conc, Weep Hole Drains 14M - - - - 100 98- 000 00- 00 0-100 35-70 5-20 00 - 0-8 - A Asphalt Plant Mix, AST, Structural Concrete, Weep Hole Drains 9M Drains, Str. Concrete 9 - - - - - 100 98-100 85-100 10-40 85- 000 00- 00 - 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- weightC - - - - 100 80-80- 100 5- 40 0-20 - 0-10 - 0-2.5 AST C203870 I-5809 XxXxxxxx C203851 2016CPT.10.58.20902.8, 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 (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)