9274 search results for test
RoadwayCheatSheet
REJECT truck if outside tolerances in Table 320-2 Test every truck if temps outside Table 320-3, return
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/asphalt/pdffiles/roadwaycheatsheet.pdf?sfvrsn=bf49fcd8_4GL-12B (FY17-18)
FY 2017/2018 QC Category No. 12B STATEWIDE INSPECTION GUIDELIST Lighting 1. All of the materials used comply with the approved shop drawings and plans. [Spec. 715-2] 2. The seven-day burn-in period is completed satisfactorily. [Spec. 715-14, 715-15] 3. Test all components of the installation in accordance with the plans, indexes, specifications, and manufacturer’s recommendations. [Spec. 715-14] 4. A pre-installation meeting is conducted by the Project Administrator with contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-12b-(fy17-18).pdf?sfvrsn=20c788c6_05340000.resp
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/programmanagement/implemented/workbooks/history/jan09/files/5340000.resp.pdf?sfvrsn=9ecbeadc_07100400.RESP
. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/7100400.resp.pdf?sfvrsn=72302991_07100400.RESP
. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7100400.resp.pdf?sfvrsn=8bc6e1d6_07000243Comm
, if for instance the torque on a 3 / 8" bolt is 14, not 15? Or should all bolts not meeting the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/7000243comm.pdf?sfvrsn=eef62027_05340000.comm
with Section 6, independently certified test reports, and written certification that the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/5340000.comm.pdf?sfvrsn=5e3a084e_0Specrev2
in 924-2.7 titled Maximum Allowable Test Results of Calcium Nitrite Concrete. Revise specification packages
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jul17/specrev2.pdf?sfvrsn=2b689b5e_05360204.FHWA
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5360204.fhwa.pdf?sfvrsn=aeacffb2_05340000.resp
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss5440000.pdf?sfvrsn=3ee6719f_09820000Respon
was to be fertilized according to soil test recommendations). Nevertheless, 265 lbs/acre of 16-4-8 is the same as 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/9820000respon.pdf?sfvrsn=fb004f2e_09620102.impl
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9620102.impl.pdf?sfvrsn=d43d3407_0SS3530200
of test specimens, and all necessary incidentals. Price and payment for cleaning and sealing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss3530200.pdf?sfvrsn=5184ab9d_05440400.ind
as designated, constructed, in place, and accepted. Crash cushion types are designated by Test Level (TL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/5440400-ind.pdf?sfvrsn=9c9bec24_2SS9140000
of FM 1-T267 after mixing. The maximum allowable test result is 4.7%. FFCPs may be used provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss9140000.pdf?sfvrsn=6eecb259_09670001comm
galvanized, including the test installation in the Florida Keys. Such rail will meet all the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9670001comm.pdf?sfvrsn=41833dac_01020901FHWA
. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/1020901fhwa.pdf?sfvrsn=de58431e_0SS9310201
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9310201f7d7149f301f47df9d79f15531593b06.pdf?sfvrsn=13a57b32_0SS3530200
in the accelerating admixture solution. Test the concrete for consistency subject to the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss3530200.pdf?sfvrsn=b5c8802c_0