9037 search results for test
5340000.resp
on the QPL must submit an application in accordance with Section 6, independently certified test reports
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. A contractor should not have to guarantee something that has not been proven to work. The state test deck will bear this out. What is the traffic count there where they did the test? At no additional cost, on the type of asphalt you are working on. We have done many test where we were working on closed mix’s and compared them to open mix’s and the open mix does not test well. We went as far as to do both
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. A contractor should not have to guarantee something that has not been proven to work. The state test deck will bear this out. What is the traffic count there where they did the test? At no additional cost, on the type of asphalt you are working on. We have done many test where we were working on closed mix’s and compared them to open mix’s and the open mix does not test well. We went as far as to do both
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, if for instance the torque on a 3 / 8" bolt is 14, not 15? Or should all bolts not meeting the test
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with Section 6, independently certified test reports, and written certification that the product meets
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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 include certified test reports from an approved independent test laboratory that shows, of their product shall submit an application in accordance with Section 6 and include certified test reports from an approved independent test laboratory that shows the material meets all the requirements
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on the QPL must submit an application in accordance with Section 6, independently certified test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5340000.resp.pdf?sfvrsn=92546239_0SS5440000
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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