9191 search results for test
7090400.comm
… “Conduct field testing in accordance with FM 5-541, taking test readings representative of the Contractor’s striping performance.” OR maybe … “Conduct field testing in accordance with FM 5-541, taking test readings representative of the actual striping installation.” Response: Change Made, the phrase “The test reading should be representative of the Contractor’s striping performance.” I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7090400.comm.pdf?sfvrsn=988ac86f_0BMRM Appendix B
Structures .......................................... B-45 B.4.13 Half Cell Testing: Corrosion Potential, ................................................................................................. B-51 B.4.16 Chloride Testing, & Alkalinity ............................................ B-55 B.4.18 Ultrasonic Testing (UT, Testing ............................................................................................. B-59 B.4.20 Magnetic Particle Testing of Welds: Evaluation of Steel Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/bi/reference-manual/bmrm-appendix-b.pdf?sfvrsn=da2f7150_0Appendix B
Structures .......................................... B-45 B.4.13 Half Cell Testing: Corrosion Potential, ................................................................................................. B-51 B.4.16 Chloride Testing, & Alkalinity ............................................ B-55 B.4.18 Ultrasonic Testing (UT, Testing ............................................................................................. B-59 B.4.20 Magnetic Particle Testing of Welds: Evaluation of Steel Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/reference-manual/appendix-b.pdf?sfvrsn=dd087bde_02021_Raised Pavement Marker (RPM) Assessment Using Highway Speed Mobile Retroreflectivity Technology
conducted retroreflectivity tests using the same MRU on the same pavement marking test section should, properly conducted retroreflectivity tests using different MRUs on the same pavement marking test section, Testing, RPM, MRU, Mobile, Retroreflectivity, Laserlux, Retroreflectometer, Pavement Markings, Gamma, , subsequent testing used measurements produced by the Zehntner handheld (R I ) as a “ground-truth, RETROREFLECTIVITY GAP ANALYSIS ..................................................... 19 CHAPTER 3 - TEST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2021_raised-pavement-marker-(rpm)-assessment-using-highway-speed-mobile-retroreflectivity-technology.pdf?sfvrsn=d5804b1a_14550510.resp
instruments for dynamic load testing on test piles, with no separate payment for the option chosen, for either EDC or instruments for dynamic load testing. If the contractor is given the choice, we probably, SP4550512 only requires EDCs in test piles. Revised SP4550510A (projects with test piles) and revised SP4550510B (projects without test piles) require the use of EDCs in production and/or test piles, of a production pile after the day of initial driving, 1/2 the payment for a Dynamic Load Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4550510.resp.pdf?sfvrsn=6fd6617a_09940700Orig
to furnish to the Engineer one certified test report from the sheeting manufacturer documenting that the retroreflective sheeting meets the requirements of this Section. The certified test report shall include test results for retroreflectivity, color, adhesive backing properties, film description, tensile strength, specular gloss, shrinkage, flexibility and chemical resistivity. The certified test report shall affirm the product meets all the requirements specified. If test results indicate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9940700orig.pdf?sfvrsn=23499a67_04570001SP
contained herein and conform in all respects to the materials subjected to the tests required. Attach copies of current test reports to the certificate. No test report for tests made more than one year prior to shipment will be accepted for the form material and no test reports for tests made more, of this mix at seven days (curing at 66 to 74ºF [19 to 23ºC]) shall be 6,500 psi [45 MPa] when tested, . Materialsforportlandcement grout and Class III Concrete shall be tested and accepted as required in the specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4570001sp.pdf?sfvrsn=e7292244_0SP4570000
the requirements contained herein and conform in all respects to the materials subjected to the tests required. Attach copies of current test reports to the certificate. No test report for tests made more than one year prior to shipment will be accepted for the form material and no test reports for tests made more than six months prior to shipment will be accepted for epoxy grout filler, to 74ºF) shall be 6,500 psi when tested according to 926-3.2(b). (3)Mixnomore filler than can
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/sp4570000.pdf?sfvrsn=1b5c5117_0D4570001
herein and conform in all respects to the materials subjected to the tests required. Attach copies of current test reports to the certificate. No test report for tests made more than one year prior to shipment will be accepted for the form material and no test reports for tests made more than six, at seven days (curing at 66 to 74ºF [19 to 23ºC]) shall be 6,500 psi [45 MPa] when tested according, and Class III Concrete shall be tested and accepted as required in the specifications. 457-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4570001.pdf?sfvrsn=7d4fe16d_0SP4570000
the requirements contained herein and conform in all respects to the materials subjected to the tests required. Attach copies of current test reports to the certificate. No test report for tests made more than one year prior to shipment will be accepted for the form material and no test reports for tests made more than six months prior to shipment will be accepted for epoxy grout filler, to 74ºF) shall be 6,500 psi when tested according to 926-3.2(b). (3)Mixnomore filler than can
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2007/files/sp4570000.pdf?sfvrsn=a53dd1cf_0D4570001.DO
respects to the materials subjected to the tests required. Attach copies of current test reports to the certificate. No test report for tests made more than one year prior to shipment will be accepted for the form material and no test reports for tests made more than six months prior to shipment, at seven days (curing at 66 to 74ºF [19 to 23ºC]) shall be 6,500 psi [45 MPa] when tested according, shall be tested and accepted as required in the specifications. 457-3 Construction Methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4570001.do.pdf?sfvrsn=f128a2da_0D4570001.DO
to the materials subjected to the tests required. Attach copies of current test reports to the certificate. No test report for tests made more than one year prior to shipment will be accepted for the form material and no test reports for tests made more than six months prior to shipment, (curing at 66 to 74ºF [19 to 23ºC]) shall be 6,500 psi [45 MPa] when tested according to 926-3.2(b, be tested and accepted as required in the specifications. 457-3 Construction Methods. Thoroughly clean
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4570001.do.pdf?sfvrsn=ed8037ad_0D4570001.DO
to the materials subjected to the tests required. Attach copies of current test reports to the certificate. No test report for tests made more than one year prior to shipment will be accepted for the form material and no test reports for tests made more than six months prior to shipment, (curing at 66 to 74ºF [19 to 23ºC]) shall be 6,500 psi [45 MPa] when tested according to 926-3.2(b, be tested and accepted as required in the specifications. 457-3 Construction Methods. Thoroughly clean
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4570001.do.pdf?sfvrsn=70e8098d_04570001SP
contained herein and conform in all respects to the materials subjected to the tests required. Attach copies of current test reports to the certificate. No test report for tests made more than one year prior to shipment will be accepted for the form material and no test reports for tests made more, of this mix at seven days (curing at 66 to 74ºF [19 to 23ºC]) shall be 6,500 psi [45 MPa] when tested, . Materialsforportlandcement grout and Class III Concrete shall be tested and accepted as required in the specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4570001sp.pdf?sfvrsn=30358bc2_09850000FHWA
to remove requirements for D-1e and D-2e, update properties obtained from pullout and direct shear tests, Solutions: Test Results Product meets requirements of this Section Product Label Photo Displays, . 985-2.4 Physical Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the methods shown. All testing and reported values, except Apparent, Retaining Wall 985-3.2 Physical Requirements: Materials for drainage applications must be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9850000fhwa.pdf?sfvrsn=c9e16d6e_14600101FHWA
. 2.If the tested fasteners do not obtain the job inspection snug-tight torque, test all remaining, and Miscellaneous Metal Items .................Section 962 Material Testing and Certifications, testing and certification processes and component/part identification as part of the fabricator’s, of fastener assembly during Rotational Capacity (RC) testing and installation. Assemblies that exhibit, and testing of such bolts. Do not install Grade A490 bolts without prior approval of the procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4600101fhwa.pdf?sfvrsn=8fb735ca_19940003SS
. Evaluation of test samples shall be field tested in accordance with FM 5-571 for each color, e s t e d i n a c c o r d a nce with ASTM D4956 and the Florida Test Method for retroreflective, , through instrumental color testing, shall conform to the requirements of ASTM D4956. In addition, without damage to sheeting. The tensile strength shall be tested in accordance with ASTM D882, test report from the sheeting manufacturer documenting that the retroreflective sheeting meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9940003ssfd46bdeba72f4d538b93674246fc23c5.pdf?sfvrsn=7caa111f_09940003SS
. Evaluation of test samples shall be field tested in accordance with FM 5-571 for each color, e s t e d i n a c c o r d a nce with ASTM D4956 and the Florida Test Method for retroreflective, , through instrumental color testing, shall conform to the requirements of ASTM D4956. In addition, without damage to sheeting. The tensile strength shall be tested in accordance with ASTM D882, test report from the sheeting manufacturer documenting that the retroreflective sheeting meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9940003ss.pdf?sfvrsn=b15b12c0_09710104-122resp
need to be retested using the NTPEP field test? Do we need to add that the NTPEP testing needs, for testing Standard Thermoplastic in APL test deck, Evaluation Program (NTPEP) field test data.” Should be reworded to read: “For standard paint, Program (NTPEP) field test data.” Response: We agree and will proceed with suggested language, component. The Department will test standard thermoplastic and profiled thermoplastic pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9710104-122resp.pdf?sfvrsn=a731b128_44620000.FHWA
. Perform OIT tests on samples taken from the finished product. Test the remolded finished, systems must submit test results to the Structures Design Office and include certified test reports from, on the State Structures Design Office’s Approved Post -Tensioning Systems List website. Test plastic, Accreditation (A2LA). Certification of test reports may be performed by an independent laboratory located outside the U.S., if the independent laboratory is approved by the State Materials Office. Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4620000.fhwa.pdf?sfvrsn=a87aa81d_0