9204 search results for test
7090201.origind
with the Department’s Sampling, Testing and Reporting Guide schedule. SUBARTICLE 709-4.1, reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings 7090201 All Jobs will result in non-payment. The test readings should be representative of the Contractor’s striping performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7090201.origind.pdf?sfvrsn=f91d1f0e_04551604.impl
to a point high enough above top of shaft to allow cross- hole-sonic-logging testing, but not less, : Furnish Cross-Hole-Sonic logging test equipment as follows: 1.Includeultrasonic transmitter, e r e p o r t q u a l i t y p l o t s o f C S L measurements that identify each individual test, identification, date, time and test details, including the transmitter and receiver gain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4551604.impl.pdf?sfvrsn=48a2988a_07100200.D02.impl
Sampling, Testing and Reporting Guide schedule. SUBARTICLE 710-4.1 (Pages 796 - 797) is deleted, in accordance with Florida Method FM 5-541. TheDepartment reserves the right to test the markings, opportunity to test the markings will result in non-payment. The test readings should be representative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7100200.d02.impl.pdf?sfvrsn=56b2c615_01050302.origind_MM9.2
are in conjunction with changes made to Section 346. Language for drilled shaft slump loss test, the producer is required to perform the slump loss test and provide the test data to the Contractor, compressive strength acceptance testing will not have to employ a qualified Level II technician
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302-origind_mm9-2.pdf?sfvrsn=77ebae9c_4SS7100200
samples of all m ent’s Sampling, Testing and Reporting Guide schedule. SUBARTICLE 710-4.1 (Pages, in accordance with lorida Method FM 5-541. TheDepartment reserves the right to test the markings within 3, to test the markings will result in non-payment. The test readings should be representative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss7100200.pdf?sfvrsn=42715265_07100200.origind
TheEngineer will take random samples of all material in accordance with the Department’s Sampling, Testing, . TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should be representative of the Contractor’s striping performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/7100200.origind.pdf?sfvrsn=88643452_01050302.origInd_MM8.2
made to Section 346. Language for drilled shaft slump loss test requirements was added, to perform the slump loss test and provide the test data to the Contractor. Changes made, strength acceptance testing will not have to employ a qualified Level II technician as laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302-origind_mm8-2.pdf?sfvrsn=6be8d9b0_47100402-724IMPL
by the Engineer. Conduct field testing in accordance with FM 5-541 Part A. Remove and replace, pavement markings in accordance with FM 5--541 Part A. The Department reserves the right to test, the Department opportunity to test the markings will result in non-payment. The test readings should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/7100402-724impl.pdf?sfvrsn=439ee1c8_1SS4551604
of shaft to allow cross- hole-sonic-logging testing, but not less than 30 inches above the top, and the following substituted: 455-17.6.1.1 Equipment: Furnish Cross-Hole-Sonic logging test equipment as follows, measurements that identify each individual test. 6. E l e c t r o n i c a l l y s t o r e e a c h C S L l o g i n d i g i t a l f o r mat, with shaft identification, date, time and test details, including
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4551604.pdf?sfvrsn=eae45e2a_0SS7100200
Sampling, Testing and Reporting Guide schedule. SUBARTICLE 710-4.1 (Pages 796 and 797) is deleted, in accordance with Florida Method FM 5-541. TheDepartment reserves the right to test the markings, opportunity to test the markings will result in non-payment. The test readings should be representative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7100200.pdf?sfvrsn=a3a2d249_0SS4550705
cross- hole-sonic-logging testing, but not less than 30 inches above the top of the drilled shaft, : 455-17.6.1.1 Equipment: Furnish Cross-Hole-Sonic logging test equipment as follows: 1. Include, measurements that identify each individual test. 6. Electronically store each CSL log in digital format, with shaft identification, date, time and test details, including the transmitter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4550705.pdf?sfvrsn=32ae5ebd_0ICYMI - Governor Ron DeSantis Announces Major Advancements for Congestion Relief in Central Florida
aerial test bed BARTOW, Fla. — Today, Governor Ron DeSantis announced major steps for congestion, vertiports is officially underway at the FDOT’s SunTrax testing facility, which will be expanded, first-ever AAM aerial test bed and dedicated airspace, driving innovative research and development, aerial test bed
https://www.fdot.gov/info/co/news/2025/101720254500500.impl
by testing the compressive strength test cylinders. Make a minimum of two compressive strength release test, in the plans. Verify the release strength by compressive strength cylinder tests or other approved means, is developed. In lieu of every 24 hour testing, the contractor is permitted to estimate the strength, in accordance with ASTM C 597, or any other nondestructive test method acceptable to the Engineer, or dissimilar curing is used. The release strength test, representing the LOT, is the average compressive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4500500-impl.pdf?sfvrsn=51b63313_49620100int
962-1.2 when impact testing is specified. Grade HPS 70W shall not be substituted for Grade HPS 50W, test reports shall identify average impact test values. Provide certifications that meet, in accordance with ASTM A709. Table 962-2 Requirements for Impact Testing Structural Steel, Notes: 1. If yield ≥15 ksi above specified grade, test temperature must drop 15°F for each 10 ksi, thickness meets mechanical property test requirements. Retreatment by re-austenitizing a lot is allowed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9620100int.pdf?sfvrsn=9eaaa6f4_19620100ind
962-1.2 when impact testing is specified. Grade HPS 70W shall not be substituted for Grade HPS 50W, test reports shall identify average impact test values. Provide certifications that meet, in accordance with ASTM A709. Table 962-2 Requirements for Impact Testing Structural Steel, Notes: 1. If yield ≥15 ksi above specified grade, test temperature must drop 15°F for each 10 ksi, thickness meets mechanical property test requirements. Retreatment by re-austenitizing a lot is allowed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9620100ind.pdf?sfvrsn=fad2d90e_1SCO Boilerplate RFP (Standard D-B) CLEAN version 2023-01d updates 3-13-2024
of Values: 40 T. Computer Automation: 41 U. Construction Engineering and Inspection: 42 V. Testing: 42 W
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/dbdocuments/rfpdocs/sco-boilerplate-rfp-(standard-d-b)-clean-version-2023-01d-updates-3-13-2024.docx?sfvrsn=d0d70f90_3SCO BP RFP (Stand D-B) CLEAN version 2025-01b 8-11-25
of Values: 45 T. Computer Automation: 46 U. Construction Engineering and Inspection: 47 V. Testing: 47
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/dbdocuments/rfpdocs/sco-bp-rfp-(stand-d-b)-clean-version-2025-01a-dated-5-9-2025.docx?sfvrsn=12a6f48b_24500000SS
of the inspection and testing. Keep certified test reports for all materials incorporated, for compressive strength tests of concrete. The use of 4 x 8 inch [100 x 200 mm] test cylinders requires, ] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing. 450-4.2 Reinforcing Steel, Welded, and testing are performed by the Engineer to ensure that the quality and acceptability of the precast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2006/files/4500000ss.pdf?sfvrsn=1d2a4c6b_04500000IMP
of the inspection and testing. Keep certified test reports for all materials incorporated, for compressive strength tests of concrete. The use of 4 x 8 inch [100 x 200 mm] test cylinders requires, ] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing. 450-4.2 Reinforcing Steel, Welded, and testing are performed by the Engineer to ensure that the quality and acceptability of the precast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4500000imp.pdf?sfvrsn=64464c5f_09710303.impl
971 TRAFFIC M A R K I N G M A T E R IALS. (REV5-26-11)(FA7-20-11)(1-12) SUBARTICLE971-3.3(Pages925–926))isdeleted and the following substituted: 971-3.3 Physical Requirements: The material shall meet the following criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475, substituted: 971-4.3 Physical Requirements: The material shall meet the following criteria: Property Test, : 971-8.3 Physical Requirements: The material shall meet the following criteria: Property Test M e t h o d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9710303.impl.pdf?sfvrsn=6e04e2a2_0