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. Fly ash may be substituted for cement in the mix design up to 30% at a rate of 1.0 lb of fly ash to each pound of cement replaced. Fly ash may be substituted for cement in the mix design up to 30% at a rate of 1.0 lb of fly ash to each pound of cement replaced. Use Table 1000-1 to determine the maximum allowable water- cementitious material (cement + fly ash) ratio for the classes of concrete listed. the table. 4 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - 0-5 - - - - - A Asphalt Plant Mix 467M ▇▇▇ ▇▇- ▇▇▇ - 35- 70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-5 - - - - - A AST, Sediment Control Stone 57M - ▇▇▇ ▇▇- ▇▇▇ - 25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-8 - - - - A AST 67 - - ▇▇▇ ▇▇- ▇▇▇ - 20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix 78M - - - 100 98- 100 75- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - - - A Asphalt Plant Mix, AST, Str. Conc, Weep Hole Drains 9 - - - - - 100 85- ▇▇▇ ▇▇- ▇▇ - 0-10 - A AST ABC - ▇▇▇ ▇▇- ▇▇ - 55- 80 - 35- 55 - 25- 45 - 14- 30 4- 12B Aggregate Base Course, Aggregate Stabilization ABC (M) - ▇▇▇ ▇▇- ▇▇▇ - 45- 79 - 20- 40 - 0- 25 - - 0- 12B Maintenance Stabilization 65

Handling and Storing Test Panels. Notify the Area Materials Engineer when preconstruction or production test panels are made within 24 hours of shooting the panels. Field cure and protect test panels from damage in accordance with ASTM C1140 until the Department transports panels to the Materials and Tests Regional Laboratory for coring. Fly ash may be substituted for cement in the mix design up to 30% at a rate of 1.0 lb of fly ash to each pound of cement replaced. Fly ash may be substituted for cement in the mix design up to 30% at a rate of 1.0 lb of fly ash to each pound of cement replaced. Use Table 1000-1 to determine the maximum allowable water- cementitious material (cement + fly ash) ratio for the classes of concrete listed. the table. 4 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - 0-5 - - - - - A Asphalt Plant Mix 467M ▇▇▇ ▇▇- ▇▇▇ - 35- 70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-5 - - - - - A AST, Sediment Control Stone 57M - ▇▇▇ ▇▇- ▇▇▇ - 25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-8 - - - - A AST 67 - - ▇▇▇ ▇▇- ▇▇▇ - 20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix 78M - - - 100 98- 100 75- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - - - A Asphalt Plant Mix, AST, Str. Conc, Weep Hole Drains 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 65C203755 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 10-40, 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. ▇. ▇▇▇▇ 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), (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. Fly ash may be substituted for cement in the mix design up to 30% at a rate of 1.0 lb of fly ash to each pound of cement replaced. Fly ash may be substituted for cement in the mix design up to 30% at a rate of 1.0 lb of fly ash to each pound of cement replaced. Use Table 1000-1 to determine the maximum allowable water- cementitious material (cement + fly ash) ratio for the classes of concrete listed. the table. 4 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - 0-5 - - - - - A Asphalt Plant Mix 467M ▇▇▇ ▇▇- ▇▇▇ - 35- 70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-5 - - - - - A AST, Sediment Control Stone 57M - ▇▇▇ ▇▇- ▇▇▇ - 25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-8 - - - - A AST 67 - - ▇▇▇ ▇▇- ▇▇▇ - 20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix 78M - - - 100 98- 100 75- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - - - A Asphalt Plant Mix, AST, Str. Conc, Weep Hole Drains 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 65C203729 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 10-40, 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”. 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. Fly ash may be substituted for cement in the mix design up to 30% at a rate of 1.0 lb of fly ash to each pound of cement replaced. Fly ash may be substituted for cement in the mix design up to 30% at a rate of 1.0 lb of fly ash to each pound of cement replaced. Use Table 1000-1 to determine the maximum allowable water- cementitious material (cement + fly ash) ratio for the classes of concrete listed. the table. 4 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - 0-5 - - - - - A Asphalt Plant Mix 467M ▇▇▇ ▇▇- ▇▇▇ - 35- 70 - 0-30 0-5 - - - - A Asphalt Plant Mix 5 - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-5 - - - - - A AST, Sediment Control Stone 57M - ▇▇▇ ▇▇- ▇▇▇ - 25- 45 - 0-10 0-5 - - - A AST, Concrete Pavement 6M - - 100 90- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ 0-8 - - - - A AST 67 - - ▇▇▇ ▇▇- ▇▇▇ - 20- 55 0-10 0-5 - - - A AST, Str. Concrete, Asphalt Plant Mix 78M - - - 100 98- 100 75- ▇▇▇ ▇▇- ▇▇ ▇-▇▇ - - - A Asphalt Plant Mix, AST, Str. Conc, Weep Hole Drains 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 65DN00377 SS-4914BQ 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 10-40, Tables 1018-1 and 1018-2, PIEDMONT, WESTERN AND COASTAL AREA CRITERIA FOR ACCEPTANCE OF BORROW MATERIAL, under second column in both tables, replace second row with the following: Page 10-47, Subarticle 1024-3(B), Approved Sources, lines 16-18, replace the second sentence of the second paragraph with the following: Page 10-73, 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.