9204 search results for test
GL-13
retroreflectivity are tested by the Department within 3 days of receipt of the contractor’s certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-13.pdf?sfvrsn=7d5975a8_0GL-13
retroreflectivity are tested by the Department within 3 days of receipt of the contractor’s certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-13.pdf?sfvrsn=b90826d8_0GL-13
retroreflectivity are tested by the Department within 3 days of receipt of the contractor’s certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-13.pdf?sfvrsn=c0929b57_0GL-13
retroreflectivity are tested by the Department within 3 days of receipt of the contractor’s certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-13.pdf?sfvrsn=d964d292_0SS9810000
have been tested within a period of six months of the date of planting. Allpermanent and temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9810000.pdf?sfvrsn=d298a388_0RDB16-02
that has not been successfully crash tested and evaluated to NCHRP 350, or later criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content/design/bulletins/rdb16-02.pdf?sfvrsn=993959b7_0spi-521-511
Standard Plans Instructions Topic No. 625-010-003 Index 521-511 Concrete Barrier/Noise Wall (14'-0") FY 2018-19 1 Index 521-511 Concrete Barrier/Noise Wall (14'-0") Design Criteria NCHRP Report 350 TL-4; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations The Concrete Barrier / Noise Wall (14'-0") is a non-proprietary concrete barrier / noise wall combination that is based on the crash tested Concrete Barrier/ Noise Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-521-511.pdf?sfvrsn=352a4f99_6SPI-521-511
Standard Plans Instructions Topic No. 625-010-003 Index 521-511 Concrete Barrier/Noise Wall (14'-0") FY 2019-20 1 Index 521-511 Concrete Barrier/Noise Wall (14'-0") Design Criteria NCHRP Report 350 TL-4; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations The Concrete Barrier / Noise Wall (14'-0") is a non-proprietary concrete barrier / noise wall combination that is based on the crash tested Concrete Barrier/ Noise Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-521-511.pdf?sfvrsn=9923c881_24100100IndustryCommentResponse
, as manufactured and tested per FDOT SSRBC Section 410, meet the definition of a manufactured product according
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/4100100industrycommentresponse.pdf?sfvrsn=15fa3e7f_11020906.origind
and be successfully crash tested in accordance with MASH TL-3 criteria. All trailer mounted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1020906.origind.pdf?sfvrsn=91bb73e3_06710000.comm2
to the APL Approval Process for Transportation Devices, a product must successfully be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/6710000.comm2.pdf?sfvrsn=6b296174_09450202.origind
at the factory, with a suitable wax compound. The bolts may be sampled and tested before erection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9450202.origind.pdf?sfvrsn=d6ebdc1f_04300100-2.origind
. Donotusethefollowingpipewithalkalinesoilorbackfillmaterials having a pH greater than 9.0 when tested in compliance with FM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4300100-2.origind.pdf?sfvrsn=8a8bf60c_02025-26_ISD_AppForm_2025820
innovations or service enhancements are being tested through this project? Examples may include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/grantdocs/2025-26_isd_appform_2025820.docx?sfvrsn=4617c97c_1SPI-521-511
Standard Plans Instructions Topic No. 625-010-003 Index 521-511 Concrete Barrier/Noise Wall (14'-0") FY 2026-27 1 Index 521-511 Concrete Barrier/Noise Wall (14'-0") Design Criteria NCHRP Report 350 TL-4; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations The Concrete Barrier / Noise Wall (14'-0") is a non-proprietary concrete barrier / noise wall combination that is based on the crash tested Concrete Barrier/ Noise Wall (8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-511.pdf?sfvrsn=f103042a_1SPI-521-511
Standard Plans Instructions Topic No. 625-010-003 Index 521-511 Concrete Barrier/Noise Wall (14'-0") FY 2026-27 1 Index 521-511 C oncrete Barrier/Noise Wall (14'-0") Design Criteria NCHRP Report 350 TL-4; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations The Concrete Barrier / Noise Wall (14'-0") is a non-proprietary concrete barrier / noise wall combination that is based on the crash tested Concrete Barrier/ Noise Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-511be109e46-d889-4d0e-81e3-27c9390c3176.pdf?sfvrsn=49fed2a2_16490000.D01.FHWA
i f i c a t i o n: Provide the Engineer with certified test reports from the manufacturer, paint system 6490000.D01 649 Items according to the manufacturer’s recommendations. Test coating, exceed 12 diameters. Therefore, determine the required rotation by actual tests in a suitable tension, paddle. Mix the grout in accordance with the manufacturer’s instructions. Test the fluidity, the Engineer with certified test reports from the manufacturer confirming that all materials conform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/6490000.d01.fhwa.pdf?sfvrsn=b0687475_01-13DBBoilerplate-10-25-12
of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American, or letter designation, or combination of numbers and letters, designates a specification, test method, , specifications, test methods, or other codes as specified in the current edition at the time of the bid, . The official testing laboratory used by the Department. Low Bid Design Build. A Design/Build, of the work, together with samples that may be subjected to the tests provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/design-build/1-13dbboilerplate-10-25-12.pdf?sfvrsn=4091fd97_0exampledsos-v-2023-01-2
by the contractor to build the project and test the project components. These Contract Documents, ; i.e. DEPARTMENT or CONSULTANT] [List types of borings and unique lab tests] 2.19 Project Schedule
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/scope/exampledsos-v-2023-01-2.pdf?sfvrsn=133f9a24_1