9037 search results for test

5230000Respon

textured pavement products will be subjected to a field service test on a roadway carrying 8000, and some has been removed. An idea for 2.2.1 would be to field check QPL test sections for any, markings. Charles Holzschuher, P.E. Friction and Nondestructive Testing State Materials Office ************************************************************************

0010200.origind

Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes

D5630000.do

copies of a test report from the manufacturer certifying the anti graffiti products to be incorporated into the completed project meets the requirements of this Specification. The certified test reports, D4258 Testing pH of cleaned concrete surface.....................................ASTM D 4262

6770201.origind

and functional. SubmitRecord all test results in a format approved by the Engineer prior to testing. All recorded test report data shall be signed and dated, witnessed, and validated by signature from

9700000.origind

of their product must submit an application in accordance with Section 6 and include independent testing showing the product meets the requirements of this Section and Section 990. The Department will test all, Requirements: The performance of the adhesive shall be determined in accordance with the test methods listed

0060103.impl

Specifications and Design Standards. All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings and calculations must, by the Department. The Department will consider any marked variations from original test values

3470204.origind

an additional moisture test approximately half way through the batching operations and aAdjust batch, : 1.Approvedconcretemix designs. 2.Materials source (delivery tickets, certifications, certified mill test reports). 31. A copy of the scale company or testing agency report showing the observed deviations

0060103.origind

and detailed by the applicable Specifications and Design Standards. All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings, original test values for a product, failure to notify the Department of any modifications

9700100.origind

must submit an application in accordance with Section 6 and include independent testing showing the product meets the requirements of this section and 990. The Department will test all raised, , and thermal cycling, as modified herein. Test method FM 5-566 will be used to evaluate marker

9710701.origind

retroreflectivity requirements and testing. Please share this proposal with others within your, . The material shall be free from all skins, dirt and foreign objects. 971-10.2 Composition: Component Test, : 9710702 All Jobs Property Test Method Minimum Maximum Water Absorption ASTM D570 - 0.5% Softening

9710701.FHWA

which will require continuous wet weather pavement marking retroreflectivity requirements and testing, Composition: Component Test Method White Yellow Binder 20.0% minimum 20.0% minimum TiO 2 ASTM, the following criteria: 9710701 All Jobs Property Test Method Minimum Maximum Water Absorption

Special Provisions Workbook January 2018

7020000.FHWA

in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 702-2.2 Retroreflective, reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. The test readings should be representative of the Contractor’s striping performance, on the thermoplastic materials and reflective elements packages. Submit a certified test report to the Engineer, with the Department’s Sampling, Testing and Reporting Guide schedule. 702-2.2 Retroreflective Elements: Use

9710900.resp

for the test as a heavier load exceeds the capability of the testing instrument. The sample, for the test as a heavier load exceeds the capability of the testing instrument. The sample, Elements. Under Test Method, it still makes reference to AASHTO T250. The method only references, materials do not meet. This test method needs to be removed for Reflective Elements, for an asphalt roadway in the summer and is a more referenced conditioning temperature for this test

9710900.resp

for the test as a heavier load exceeds the capability of the testing instrument. The sample, for the test as a heavier load exceeds the capability of the testing instrument. The sample, Elements. Under Test Method, it still makes reference to AASHTO T250. The method only references, materials do not meet. This test method needs to be removed for Reflective Elements, for an asphalt roadway in the summer and is a more referenced conditioning temperature for this test

2870000.origind

i d e c ertified test results for each shipment of hydrated lime indicating compliance, the specified asphalt content during production of the mix, within the specified ranges, after testing, accordance with AASHTO TP4-00 and FM 1-T 209 (and conditioning of the mix prior to testing, (1)Tolerances for sample size of n = 1 from the verified mix design 287-5.1 Individual Test Tolerances for ATPB Production: In the event that an individual Quality Control test result of a sublot

7100400.FHWA

cost to the Department. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should be representative of the Contractor’s, to the Department. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test

9710400.FHWA

Test Method Criteria Total Solids, by weight ASTM D 2369 75% minimum Pigments, by weight ASTM D, criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 1.4 lb/gal N, to bear traffic in not more than ten minutes. 971-4.3.2 Abrasion Resistance: Test four samples per, Composition: Component Test Method Criteria Total Solids, by weight ASTM D 2369 75% minimum Pigments, meet the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 1.4 lb

SS9710303

the following criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5±1.4lb/gal, in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four samples per LOT using a Taber, : 971-4.3 Physical Requirements: The material shall meet the following criteria: Property Test M e, . 971-4.3.2 Abrasion Resistance: Test four samples per LOT using a Taber Abrader. The paint shall be applied, Requirements: The material shall meet the following criteria: Property Test M e t h o d M i n i mum M a x i

9710400.FHWA

Composition: Component Test M e t h o d Criteria TotalSolids,byweight ASTMD236975%minimum Pigments, criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5±1.40.37lb/galN, than tentwo minutes. 9710400.D01 MaintenanceAll Projects Only 971-4.3.2 Abrasion Resistance: Test, Composition: Component Test M e t h o d Criteria TotalSolids,byweight ASTMD236975%minimum, the following criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5