9191 search results for test
E3E19_417474-2_I-10BridgeReplace_GrindingGroovingClaimQuantum
parties gave testimony to clarify written documents. 2 PERTINENT CONTRACT PROVISIONS 1-3 Definitions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d3/0708/e3e19_417474-2_i-10bridgereplace_grindinggroovingclaimquantum.pdf?sfvrsn=fa0d6de5_2D1US17KOAComp
. After reviewing all the data and listening to the testimony we have determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2007/d1us17koacomp.pdf?sfvrsn=32c09288_26-OIG 2025 Construction Academy Presentation
developed do not support the allegation Inconclusive – testimony and other supporting materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/6-oig-2025-construction-academy-presentation.pdf?sfvrsn=9069967_1Office of Inspector General
– testimony and other supporting materials, compared to the requirements of governing directives, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/office-of-inspector-general.pdf?sfvrsn=f7c2ddbb_13340104.FHWA
test data indicating compliance with all mix design criteria to the Engineer. For Traffic Level B, /WarmMixAsphalt .pdf . TheEngineer will consider any marked variations from original test data, and Testing Requirements: Obtain five 6 inch diameter roadway cores within 24 hours of placement at random locations as directed by the Engineer within each sublot. Test these Quality Control samples, days of coring); and trim the cores to the proper thickness prior to density testing. Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/3340104.fhwa.pdf?sfvrsn=abeb74a6_03340104.fhwa
test data indicating compliance with all mix design criteria to the Engineer. For Traffic Level B, /WarmMixAsphalt .pdf . TheEngineer will consider any marked variations from original test data, and Testing Requirements: Obtain five 6 inch diameter roadway cores within 24 hours of placement at random locations as directed by the Engineer within each sublot. Test these Quality Control samples, days of coring); and trim the cores to the proper thickness prior to density testing. Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/3340104.fhwaf8ac39dd8a2a4bd9bfe9abbfe49172e4.pdf?sfvrsn=b958406d_04551506.FHWA
and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, shafts. Drilled shaft construction shall not begin until pilot hole and/or load test reports are approved by the Engineer. Shaft tip elevations based on pilot hole results and/or load tests may vary from, 48 hours after cutting. When called for in the plans, substitute Standard Penetration Tests (SPT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/4551506.fhwa.pdf?sfvrsn=8419f347_04551506.fhwa
and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, shafts. Drilled shaft construction shall not begin until pilot hole and/or load test reports are approved by the Engineer. Shaft tip elevations based on pilot hole results and/or load tests may vary from, 48 hours after cutting. When called for in the plans, substitute Standard Penetration Tests (SPT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4551506.fhwa.pdf?sfvrsn=ae0a2f0c_04551506.fhwa
and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, shafts. Drilled shaft construction shall not begin until pilot hole and/or load test reports are approved by the Engineer. Shaft tip elevations based on pilot hole results and/or load tests may vary from, 48 hours after cutting. When called for in the plans, substitute Standard Penetration Tests (SPT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/4551506.fhwa01e198d4c9764636aafcf8aa47e270ec.pdf?sfvrsn=271b5189_09450203.FHWA
Certification of Tests: For all aluminum materials, test certifications as specified in 965-2, of Tests: Submit to the Engineer, prior to installation, a certified mill analysis and certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9450203.fhwa.pdf?sfvrsn=e51da34d_00060000.comm
-Department personnel need access to worksheets from all entities performing testing on materials. Moving this wording to Section 105 seems to eliminate the worksheet requirement for Verification testing entities. Having access to worksheets has helped insure data integrity for all testing entities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/0060000.comm.pdf?sfvrsn=3c30f3b5_07820000IMP
) and field acceptance tests (FATs). Develop and submit a test plan 7820000 ITS Jobs for DATs, the tests within five calendar days from the initiation of the testing process, . At minimum, include in the video display system test the testing of each color video monitor type, manufacturer certifies its device has successfully completed environmental testing as defined, with a clear, rain repellant product prior to final acceptance. 782-1.4 Testing. 782-1.4.1 G e n e r a l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7820000imp.pdf?sfvrsn=12905687_05610000.comm
is not clear enough about what tests are to be run for what elements. 3. 562-10.2.1: Add SSPC, .” 9. 561-11.4: Second paragraph, third sentence, should “Hexavalent Chromium” be added for testing, to be tested for arsenic, barium, cadmium, hexavalent chromium, lead, mercury, selenium, , test reports etc are required only for the overcoat system. • 561-4.1, first paragraph, . Response: 25. 561-11.3 – Change last sentence to read “Provide a copy of all sampling and test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/5610000.comm.pdf?sfvrsn=85badccb_05600205.origind
the non-abrasive residue and lead content tests as directed by the Engineer. If test results do not meet, recycling machine in use and conduct the water-soluble contaminant and oil content tests outlined, equipment, and conduct tests each day to confirm the equipment is functioning properly. Return to the weekly testing interval as directed by the Engineer. ARTICLE 560-5 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5600205.origind.pdf?sfvrsn=9031281e_0452000fhwa
. 452-56.9 Test Samples: Provide additional test samples and testing for compressive strength on precast, of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs, by the Engineer. D452000.D01.doc All Precast Segmental Bridge Jobs 10 Testcylinders, made and cured, , transporting and erecting the various components. Providetheresultsofthecompression testing of one or more test cylinders for controlling the time of execution of the various construction operations. Obtain
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Requirements-Acceptance Testing for Surface Tolerance. ThischangewasproposedbyJim Musselman, d : P e r f o r m all straightedge testing in accordance with FM 5-509 with one pass of the rolling straightedge operated along the outside wheel path of each lane being tested. The Engineer may require additional testing at other locations within the lane. 330-12.4.3 T r a f f i c C o ntrol, during all testing. When traffic control cannot be provided in accordance with Index Nos. 607 or 619
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3301200orign.pdf?sfvrsn=ffc6e346_0SS9730000
List (QPL). Manufacturers seeking eva Section 6 and include independently certified test reports, . Reinforcingrodsmust be continuous and offer a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40 when tested in accordance with ASTM D 695, ther mofcontrolligare specified with test w long is noent. structu edco lumber m ctural aller
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independently certified test reports, and manufacturer’s certification that the material meets, ksi when tested in accordance with ASTM D4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D695. Steel reinforcing rods are not permitted. 9730000 All Jobs, reinforcement may be reduced when other means of controlling cracking are specified with test results
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independently certified test reports that the material meets the requirements of this Section, be continuous and offer a minimum flexural strength of 70.0 when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel, specified with test w long is notent. mpositelumber m tural isted in Table Smaller dimensional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss9730000.pdf?sfvrsn=bbc9cd4f_0SS9730000
must submit an application in accordance with Section 6 and include independently certified test, must be continuous and offer a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D, be reduced when other means of controlling cracking are specified with test results which show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9730000.pdf?sfvrsn=ff66213d_0