9037 search results for test
Construction, Engineering & Inspections
Assurance & Quality Control As-Built Guidelines As-Built Document Acceptance Testing, , constructability reviews, value engineering, critical path review, materials testing, cost, , testing them and recommending acceptance of as-built documentation prepared by the contractor
https://www.fdot.gov/traffic/itsfm/construction-engineering-inspectionMaterials Contract Documents
Search Materials Contract Documents District Geotechnical and Material Testing The following contract documents are supplemental materials for the District Geotechnical and Material Testing Scope of Services: Scope of Services: PDF-321KB, in Geotechnical, Coring, and Materials testing activities for projects. Automated Fee Proposal (AFP
https://www.fdot.gov/materials/contract/index.shtm3370000FHWA
certified test results for each batch of fiber material indicating compliance with the above tests, M 303, Type 1. Provide certified test results for each shipment of hydrated lime indicating, - 100 Percent passing No. 230 Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose Fibers: Use cellulose, ) Provide certified test results for each batch of fiber material indicating compliance with the above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/3370000fhwa.pdf?sfvrsn=5105d4_17090000RESPON
this spec is our LPM 1200 material. Final one year test deck results were 695.9 white and 658.8, to these sections as it is written in 710-4.1, remove "The Engineer change will conduct field testing in accordance to....." to "conduct field testing in accordance to....." Response: The comment, , the wording should be "Measure and record test data, certify..... no later than the next working
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/7090000respon.pdf?sfvrsn=57b70288_07090000COMM
. Final one year test deck results were 695.9 white and 658.8 yellow! However, the spec only calls, will conduct field testing in accordance to....." to "conduct field testing in accordance to....." 701-4.6, 5-579 for retro-reflectivity measurements. Also, the wording should be "Measure and record test data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/7090000comm.pdf?sfvrsn=e281618e_01050502FHWA
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/1050502fhwa.pdf?sfvrsn=fc8a610e_05460200FHWA
a certified test report to the Engineer indicating that the materials meet all requirements specified, by the Engineer with no further testing required. 5460200.doc Item No. 546-and 2546- 3 RUMBLE STRIPS, overlay meeting these requirements. Submit a certified test report to the Engineer indicating, will be accepted 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/jan06/files/5460200fhwa.pdf?sfvrsn=e8622c7d_05460200.fhwa
a certified test report to the Engineer indicating that the materials meet all requirements specified, by the Engineer with no further testing required. 5460200 All Jobs 546 RUMBLE S T R I P S . ( R E V 7, these requirements. Submit a certified test report to the Engineer indicating that the materials meet all, 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/jan10/files/5460200.fhwaca3ffe79ef594e07b6d789608e5e302d.pdf?sfvrsn=7dca762b_05460200FHWA
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_24551604.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_07000000-723ind
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_0