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4570001SP
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
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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
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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_04600101int
.................Section 962 Material Testing and Certifications ....................Section 962, for clarity. At the fabrication facility, maintain the records of the material testing, during Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss of lubrication, F3125 Grade A490 for the handling, lubrication, installation, tightening and testing of such bolts. Do, 460-5.2.1 is deleted and the following substituted: 460-5.2.1 Rotational Capacity (RC) Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int05146ff4-3141-4300-9fa7-96a4e4dc97a6.pdf?sfvrsn=396cff93_14600101ind
.................Section 962 Material Testing and Certifications ....................Section 962, for clarity. At the fabrication facility, maintain the records of the material testing, during Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss of lubrication, F3125 Grade A490 for the handling, lubrication, installation, tightening and testing of such bolts. Do, 460-5.2.1 is deleted and the following substituted: 460-5.2.1 Rotational Capacity (RC) Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4600101ind.pdf?sfvrsn=c300de54_15260301.origind
and sidewalk for testing and approval. The architectural pavers for sidewalk are used in applications similar to non-structural concrete such as sidewalk and driveways, and these materials are not tested, . Acceptance of sidewalk pavers will be based on certification only. This will make the testing and acceptance of architectural pavers align with the acceptance and testing of concrete materials, : Currently, the Department performs testing for all pavers. The revision will result in a savings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5260301.origind.pdf?sfvrsn=c110129e_04550510.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_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/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_04510405-723origind
. Do not perform strength testing as system performance will be measured by proof-testing each anchor. The Department may require cylinder grout cube testing if the Contractor uses admixtures or irregularities occur in anchor testing. Cast a set of three 4 inches x 8 inches grout cylinders, . Use grout that attains a minimum cubecompressive strength of 3,400 psi within seven days, when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/4510405-723origind.pdf?sfvrsn=85b523cf_14620000.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.fhwacb0d7854fc514d7cad91d91b61210189.pdf?sfvrsn=dc349ab6_04620000.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_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_0DCE22-14
MATERIALS BULLETIN NO. 13-14 DCE MEMORANDUM NO. 22-14 Page 2 1) Transmission of a summary report (e.g. Excel spreadsheets, Word tables). Summary reports must include the plant number, mix design number, class of concrete, sample number, date the sample was taken, the date the sample was tested, the chloride concentration results of the three replicates, the overall average chloride concentration, and a pass/fail result for each sample. 2) Transmission of individual test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2014/dce22-14.pdf?sfvrsn=c1dc38fd_0SS9600201
960 POST-TENSIONING COMPONENTS. (REV 11-15-13) (FA 1-8-14) (7-14) SUBARTICLE 960-2.1 is deleted and the following substituted: 960-2.1 Anchorage Assembly: (a) Construct anchorages from ferrous metal. (b) Anchorage shall develop at least 95% of PT steel guaranteed ultimate tensile strength (GUTS) when tested in an unbonded state, without exceeding anticipated anchor set. (c) Average, and “AASHTO LRFD Bridge Construction Specifications.” (d) Test anchorage with typical local zone
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