9037 search results for test
3200603.FHWA
) SUBARTICLE 320-6.3.2 is deleted and the following substituted: 320-6.3.2 Test Frequency: The normal, and the following substituted: 320-6.3.2 Test Frequency: The normal frequency for taking asphalt mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3200603.fhwa.pdf?sfvrsn=a201efd9_06460000.impl
with Section 6, independent laboratory test report, and calculations and drawings showing details, notes, . Provide certified test reports from the manufacturer verifying that each base model meets the moment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/6460000.impl.pdf?sfvrsn=5760d3e7_01020509.impl
) and current FHWA directives. Manufacturers seeking evaluation must furnish certified test reports showing that their product meets all test requirements set forth by NCHRP 350 or the MASH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1020509.impl.pdf?sfvrsn=f423925c_03501702.FHWA
construction, including tie-bars and dowel bars; the furnishing of test specimens; repair of core, transverse and longitudinal joint construction, including tie-bars and dowel bars; the furnishing of test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/3501702.fhwa.pdf?sfvrsn=7def82bd_03200603.FHWA
) SUBARTICLE 320-6.3.2 is deleted and the following substituted: 320-6.3.2 Test Frequency: The normal, : 320-6.3.2 Test Frequency: The normal frequency for taking asphalt mix temperatures will be for each day
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/3200603.fhwa.pdf?sfvrsn=77c66ce6_020250627_441512-1_SR 45_03010
Lane Urban Principal Arterial Roadway NONE PAVED Beg MP: To: From: TEST LAB, INC Inside: SR 45, : TEST LAB, INC Inside: SR 45 (US 41) Cored By: Median Curbed (Y/N): 1.181 441512-1 CRACK, Roadway NONE PAVED Beg MP: To: From: TEST LAB, INC Inside: SR 45 (US 41) Cored By: Median Curbed, Beg MP: To: From: TEST LAB, INC Inside: SR 45 (US 41) Cored By: Median Curbed (Y/N): 1.181, : To: From: TEST LAB, INC Inside: SR 45 (US 41) Cored By: Median Curbed (Y/N): 1.181 441512-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20250627_441512-1_sr-45_03010.pdf?sfvrsn=804faa1f_120250626_451989-1_SR 600_10130
Name:2 Lane Urban Principle Arterial Roadway NONE PAVED Beg MP: To: From: TEST LAB, INC, MP: To: From: TEST LAB, INC. Coring Completion Date: SR 600 / US 92 / Dale Mabry Hwy. Cored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250626_451989-1_sr-600_10130.pdf?sfvrsn=877e5c25_1SP9711100HS-i16471
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 30 Impact Resistance ASTM D-256, Method A 1.0 N·m - Flash Point ASTM D-92 475ºF - Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/sp9711100hs-i16471.pdf?sfvrsn=14c31d0b_3SP9711100HS
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 30 Impact Resistance ASTM D-256, Method A 1.0 N·m - Flash Point ASTM D-92 475ºF - Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/maintenance/sp9711100hs.pdf?sfvrsn=83009489_3SP9711100HS
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 30 Impact Resistance ASTM D-256, Method A 1.0 N·m - Flash Point ASTM D-92 475ºF - Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/sp9711100hsd5fa06993f3b491fae80a777c4f28f8e.pdf?sfvrsn=f409b6f2_7SP9711100HS
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 30 Impact Resistance ASTM D-256, Method A 1.0 N·m - Flash Point ASTM D-92 475ºF - Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/maintenance/finalized/sp9711100hs0645438b-2b1f-4c21-bfc8-1bdf0a0048b6.pdf?sfvrsn=12df1b97_2SP9711100HS
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 30 Impact Resistance ASTM D-256, Method A 1.0 N·m - Flash Point ASTM D-92 475ºF - Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/maintenance/finalized/sp9711100hs.pdf?sfvrsn=a40b086a_3SP9711100HS
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 30 Impact Resistance ASTM D-256, Method A 1.0 N·m - Flash Point ASTM D-92 475ºF - Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/sp9711100hs.pdf?sfvrsn=7708cb0a_1SP9711100HS
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 30 Impact Resistance ASTM D-256, Method A 1.0 N·m - Flash Point ASTM D-92 475ºF - Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/maintenance/finalized/sp9711100hs.pdf?sfvrsn=ad27d164_3SP9711100HS
the following requirements: Property Test Method Minimum Maximum Water Absorption ASTM D-570 - 0.5, 30 Impact Resistance ASTM D-256, Method A 1.0 N·m - Flash Point ASTM D-92 475ºF - Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/maintenance/finalized/sp9711100hs.pdf?sfvrsn=87e2cca3_2DEV703-991CC (5-1-23)
traffic. and meeting the following physical properties: Table 991-3 Property Unit Test Minimum, Test Minimum Value Elongation at Break % ASTM D638 10 Tear Resistance kN/m ASTM 624 25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev703-991cc-(5-1-23).pdf?sfvrsn=de5aaa25_1SPI-521-428
Standard Plans Instructions Topic No. 625-010-003 Index 521-428 Traffic Railing (42" Single-Slope) FY 2026-27 1 Index 521-428 Traffic Railing (42" Single-Slope) Design Criteria AASHTO Manual for Assessing Safety Hardware (MASH) Test Level 5 Criteria; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations The 42" Single-Slope Traffic Railing should be used where a railing with Test Level 5 crashworthiness is warranted. Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-428.pdf?sfvrsn=28d74d35_10050104.origind
. Provide copies of material certifications and material tests to the Resident Engineer. (b)When, certifications and material tests to the Resident Engineer. 5-1.4.5.2 B u i l d i n g S t r u c t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/0050104.origind.pdf?sfvrsn=e2f9ec75_04700000.origind
requirements of ASTM A 153. 470-112.4 InspectionTesting: The Engineer will not require laboratory tests other than tests of the galvanizing, but will inspect and approve of the hardware for quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4700000.origind.pdf?sfvrsn=4752f746_00090801.fhwa
has furnished all required mill tests and analysis reports to the Engineer. (g) The Contractor has, has furnished all required mill tests and analysis reports to the Engineer. (g) The Contractor has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/0090801.fhwa15d5fd4f009c483b857bcb990ba04edc.pdf?sfvrsn=ead5a155_0