9204 search results for test
SS5440000
544 VEHICULARIMPACTATTENUATORS. (REV12-13-06)(FA2-12-07)(7-07) SECTION544(Pages613and614)isdeletedandthefollowingsubstituted: SECTION544 VEHICULARIMPACTATTENUATORS 544-1Description. Installredirectiveandnon-redirectivevehicularimpact attenuators (VIA) of the size directive VIAs a s and re safety devices with capabilities to redirect ucts List. of t reports showing that their products meet all test n. delineated with a Type I Object Marker specified in Section 705. , n
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was to be fertilized according to soil test recommendations). Nevertheless, 265 lbs/acre of 16-4-8 is the same as 1
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962 STRUCTURALSTEELANDMISCELLANEOUSMETALITEMS (OTHER THAN A LUMINUM). (REV12-27-07)(FA4-1-08)(7-08) SUBARTICLE962-1.2(oftheSupplemental Specification) is deleted and the following substituted: 962-1.2 T e s t i n g : F o r s t r u c t u r a l s t e e l s u b j e c t e d t o t e n s i l e s t r e s s u s e d f o r main load- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test requirements in Table 9 (Non-Fracture Critical Tension Components
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of test specimens, and all necessary incidentals. Price and payment for cleaning and sealing
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as designated, constructed, in place, and accepted. Crash cushion types are designated by Test Level (TL
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of FM 1-T267 after mixing. The maximum allowable test result is 4.7%. FFCPs may be used provided
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galvanized, including the test installation in the Florida Keys. Such rail will meet all the requirements
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. Manufacturers seeking evaluation must furnish certified test reports showing that their product meets all test requirements set forth by NCHRP 350. Manufacturers seeking evaluation of Category I, . Manufacturers seeking evaluation must furnish certified test reports showing that their product meets all test requirements set forth by NCHRP 350. Manufacturers seeking evaluation of Category I devices
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931 METAL A C C E S S O R Y M A T E R IALS FOR CONCRETE PAVEMENT AND CONCRETE S T R U C TURES. (REV12-18-08)(FA1-6-09)(7-09) ARTICLE931-2.1(Pages813-814)isdeletedandthefollowingissubstituted: 931-2.1SheetMetalBottomStrips:Thesheetmetal strip for protecting the botto side edges of transverse expansion joints shall be composed of galvani m and zed sheet metal of The om the anufacturer of the sheet metal bottom strips including test results for thickness, dimension, grade, l e
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in the accelerating admixture solution. Test the concrete for consistency subject to the following
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7100000, PAINTED PAVEMENT MARKINGS COMMENTS FROM INDUSTRY REVIEW ****************************************************************************** Duane Brautigam Comments: 710-4.4 - Disagree with the removal of the Color requirements cross reference from to Section 971 from this Division II spec. The Contractor still has the obligation to provide a product meeting color requirements. This is true whether or not the Department chooses to test for color
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. Manufacturers seeking evaluation of their VIAs shall furnish certified test reports showing that their products meet all test requirements of NCHRP 350. 544-3 Construction, evaluation of their VIAs shall furnish certified test reports showing that their products meet all test
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or not the Department chooses to test for color
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barriers, warning lights will not be required. (e)Prior to approval an impact test shall be performed
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in 924-2.7 titled Maximum Allowable Test Results of Calcium Nitrite Concrete. Revise specification packages
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, and such an obstruction needs to be minimized. Also, in a recent test application of various materials
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in the accelerating admixture solution. Test the concrete for consistency subject to the following
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with Section 6, independently certified test reports, and written certification that the product meets
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, inspection, and all test results and make them available for review by the Engineer throughout the life
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Property Test Method Minimum Requirements Grouted Applications Flexible Filler (Internal
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