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5460200FHWA
by using a self bonding overlay meeting these requirements. Submit a certified test report, testing required. 5460200 546; 2546 Items RUMBLE STRIPS. (REV 12-2-05) ARTICLE 546-2, meeting these requirements. Submit a certified test report to the Engineer indicating that the materials, on the basis of visual inspection by the Engineer with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5460200fhwa.pdf?sfvrsn=7c8aa657_01050502.FHWA
standard forms provided by the Engineer, summarize the daily QC activities including testing, in the respective Sections of the Specifications. Ensure that the QC test data is entered, the daily QC activities including testing and material sampling. Since erasures are strictly prohibited, that the QC test data is entered into the Department’s database on a daily basis. Maintain all Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/1050502.fhwa.pdf?sfvrsn=4c197831_05460200.FHWA
by using a self bonding overlay meeting these requirements. Submit a certified test report, testing required. 5460200 546; 2546 Items RUMBLE STRIPS. (REV 12-2-05) ARTICLE 546-2, meeting these requirements. Submit a certified test report to the Engineer indicating that the materials, on the basis of visual inspection by the Engineer with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5460200.fhwa.pdf?sfvrsn=f9b61294_05460200FHWA
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, by the Engineer with no further testing required. 5460200 RUMBLE STRIPS (REV 6-17-24) ARTICLE, a self bonding overlay meeting these requirements. Submit a certified test report to the Engineer, . The mixture will be accepted on the basis of visual inspection by the Engineer with no further testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/5460200fhwa.pdf?sfvrsn=970b0884_15220400-724FHWA
the testing frequency and maximum lift thickness requirements of Section 120. Record density test results, feet of fill height. Meet the testing frequency and maximum lift thickness requirements of Section 120. Record density test results in the Earthwork Records System (ERS) section of the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/5220400-724fhwa.pdf?sfvrsn=798a6142_13500200-722Resp
mixes will not apply." This does not address plastic properties testing, and since we must follow the requirements of 346 for items not specified in Section 350, the requirement is that we test the air content even though there is no limit. If the intent is to omit the air test we should, inches. The Air content testing for concrete pavement mixes will not apply is not required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3500200-722resp.pdf?sfvrsn=57b571ee_27000000-723ind
concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been submitted to the Engineer. Erect the signs, be automatically tested once a day. Ensure that the pixel status test determines the functional status, into available galvanizing vats. Provide magnetic particle testing on 100% of upright fillet welds after, being subjected to the environmental testing procedures described in NEMA TS 4-2016, Section 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/7000000-723ind.pdf?sfvrsn=1701e811_19730000 Origin
and include independently certified test reports that the material meets the requirements, 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 695. Steel reinforcing rods are not permitted, cracking are specified with test results which show long term cracking is nonexistent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9730000-origin.pdf?sfvrsn=882354d_09730000.D01.FHWA
an application in accordance with Section 6 and include independently certified test reports, 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 695. Steel reinforcing rods are not permitted. Rejectanysections, with test results which show long term cracking is nonexistent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9730000.d01.fhwa.pdf?sfvrsn=45d4430b_04130302.fhwa
with this Section. 2. Independent laboratory test data and results showing the product has been tested in accordance with the requirements of this Section and meets the requirements. 413-3.2.1, be installed in accordance with this Section. 2. Independent laboratory test data and results showing the product has been tested in accordance with the requirements of this Section and meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4130302.fhwaa9030a24122e45368c4a348cfc31463e.pdf?sfvrsn=d8c54495_04130302.FHWA
with this Section. 2. Independent laboratory test data and results showing the product has been tested in accordance with the requirements of this Section and meets the requirements. 413-3.2.1, be installed in accordance with this Section. 2. Independent laboratory test data and results showing the product has been tested in accordance with the requirements of this Section and meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4130302.fhwa.pdf?sfvrsn=8ae12b1a_09730000.D02FHWA
must submit an application in accordance with Section 6 and include independently certified test, 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 695. Steel reinforcing rods are not permitted, cracking are specified with test results which show long term cracking is nonexistent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9730000.d02fhwa.pdf?sfvrsn=2088fd11_04551604.FHWA
Sonic Logging (CSL) test equipment to be compatible with smaller diameter tubes. Please review, to a point high enough above top of shaft to allow cross-hole-sonic-logging testing, but not less than 30, and the following substituted: 455-17.6.1.1 Equipment: Furnish Cross-Hole-Sonic logging test, p l o t s o f C S L measurements that identify each individual test. 6. E l e c t r o n i c a l l, and test details, including the transmitter and receiver gain. 4551604 All Jobs STRUCTURES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4551604.fhwa.pdf?sfvrsn=e5b66701_04551604.fhwa
Sonic Logging (CSL) test equipment to be compatible with smaller diameter tubes. Please review, to a point high enough above top of shaft to allow cross-hole-sonic-logging testing, but not less than 30, and the following substituted: 455-17.6.1.1 Equipment: Furnish Cross-Hole-Sonic logging test, p l o t s o f C S L measurements that identify each individual test. 6. E l e c t r o n i c a l l, and test details, including the transmitter and receiver gain. 4551604 All Jobs STRUCTURES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4551604.fhwafe45d9d60c1a4b208f13a013ef2cb4fe.pdf?sfvrsn=9257f87a_09380200.origind
of their product shall submit an application in accordance with Section 6 and include certified test reports from, or material sources requires new testing and certification of the conformance of the grout, time from manufacture to usage in excess of six months shall be tested and certified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9380200.origind.pdf?sfvrsn=33aa6a28_06950000-122FHWA
substitute software modules submitted must be tested and approved. 695-2.2 Marking of Approved, agent ensuring the slot is completely full with no voids beneath the sensor. 695-3.2.2 Test Requirements: Perform the manufacturer’s recommended on-site pre-installation test to determine the sensor, the pre-installation test. Record all test results by lane on the warranty form provided by the manufacturer and leave a copy in the cabinet. Repeat the test at the termination point in the cabinet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/6950000-122fhwa.pdf?sfvrsn=83a247e2_24500500.origind
test method acceptable to the Engineer, until the time of the detensioning. Before detensioning, verify the concrete release strength by testing the compressive strength test cylinders. Make a minimum of two compressive strength release test cylinders daily for each individual mix or for each LOT, otherwise in the plans. Verify the release strength by compressive strength cylinder tests or other, thereafter until release strength is developed. In lieu of every 24 hour testing, the contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4500500-origind.pdf?sfvrsn=be8f00e8_420211013_CTDIssued Report-ADAComplementaryParatransitServices-Final
in interpretation made by CTD staff. FPTA provided several written letters and public testimonies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/studies-reports/20211013_ctdissued-report-adacomplementaryparatransitservices-final.pdf?sfvrsn=3e79e4cb_23000900int
been laid. 300-9 Sampling and Testing. At the direction of the EngineerAs directed by the Engineer, at a minimum frequency of once per project per product. The sample shall be tested byProvide the sample to the Department for testing of the following specified material properties: percent residue, contaminants, and the residue property G*/sin δ. Should any of the test results fail, on Department projectsif any of the test results fail the material requirements unless waived
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/3000900int.pdf?sfvrsn=c8f8523e_13000900ind
been laid. 300-9 Sampling and Testing. At the direction of the EngineerAs directed by the Engineer, at a minimum frequency of once per project per product. The sample shall be tested byProvide the sample to the Department for testing of the following specified material properties: percent residue, contaminants, and the residue property G*/sin δ. Should any of the test results fail, on Department projectsif any of the test results fail the material requirements unless waived
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/3000900ind.pdf?sfvrsn=136aca0_1