9191 search results for test
3530000.comm
: Consider allowing or requiring a set of 2 compressive strength test cylinders (Protection cylinders, tested as long as the maturity meter performed. Yes the bid prices may be an additional $15 per, . The contractor damaged the 2 acceptance test cylinders the penalty is $4500. This does not appear, “on site” needs to be clarified. Response: 353-5 Test Requirements states, “Perform concrete sampling and testing in accordance with Section 346. Unit weight testing is required. Perform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3530000.comm.pdf?sfvrsn=d9b37dc7_0Chapter5s8
will ensure that Resolution sampling and testing is performed, that the Resolution samples and test, technician, but tested by someone not holding the appropriate qualification at the time of testing, and Certification system (MAC), indicates who samples and tests each of these materials and at what frequency, methods of material acceptance: 1) certification; 2) visual inspection; and 3) sampling and testing, for testing. (a) Product Certification Certification per product, per project is required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter5s8.pdf?sfvrsn=2290c5fe_193340802resp
test results including supplier and DOT tests. Consider revising the frequency of supplier QC tests, 850-382-0773 chad.daniels@midsouthpaving.com Comments: (12-4-18) NCAT Test Track Findings from back, . Recommendation: Set the minimum lift thickness in 334 for 9.5mm to 1-1/4 inches for density testing, with a refusal density testing with non-destructive density gauges. Response: The Department has been, , the biggest issue is the lack of a proven cracking test. There is national level research being
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/3340802resp.pdf?sfvrsn=6ccc2189_24501403FHWA
. Verification of the shipping strength test, before 28 days, is permitted by testing compressive strength cylinders that are cured under the conditions similar to the product or by testing, of the shipping strength test, before 28 days, is permitted by testing compressive strength cylinders, in accordance with ASTM C597, or any other nondestructive test method acceptable to Engineer, is permitted to estimate the strength before its verification by test cylinders. The shipping strength test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4501403fhwa.pdf?sfvrsn=8da6a982_16110400.fhwa
Sadler to clarify requirements regarding acceptance testing performed close to non-working days, ) SUBARTICLE 611-4 (e) (Page 734) is deleted and the following substituted: (e) Start the 48 hour test on a Monday, Tuesday, or Wednesday. However, do not start the 48 hour test on the day preceding, period Ensure the 48 hour test does not include weekends, Holidays, or Special Events. ACCEPTANCE, ) is deleted and the following substituted: (e) Start the 48 hour test on a Monday, Tuesday
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/6110400.fhwaaffce6ed022b46328585be37a70b329d.pdf?sfvrsn=5efe7f35_06110400.FHWA
Sadler to clarify requirements regarding acceptance testing performed close to non-working days, ) SUBARTICLE 611-4 (e) (Page 734) is deleted and the following substituted: (e) Start the 48 hour test on a Monday, Tuesday, or Wednesday. However, do not start the 48 hour test on the day preceding, period Ensure the 48 hour test does not include weekends, Holidays, or Special Events. ACCEPTANCE, ) is deleted and the following substituted: (e) Start the 48 hour test on a Monday, Tuesday
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/6110400.fhwa.pdf?sfvrsn=cc9fe1b0_03340203-722resp
Defective Material….I don’t think it’s a good ideal to completely eliminate the PC test data from the EAR process…if I am reading that correctly…even if it did not compare with the IV test results all, complete a delineation we sample from good PC sample to good PC sample. PC test really help us on the material limits because a pay sample might be from the day before. I believe PC test must/needs, comments. This revision requires that only PC samples which compare with verified IV test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3340203-722resp.pdf?sfvrsn=1758a21_29850202.FHWA
geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, except, Backfill f *as per AASHTO T88. Table 1.1 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method D-1 D-2 D-3 Minimum Permittivity (Sec - 1) per, 50% = 203 Mass per Unit Area (oz/sy) per ASTM D5261 Provide Test Result Provide Test Result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9850202.fhwa.pdf?sfvrsn=80552f42_04620100-722impl
test in accordance with this Section. PT system acceptance testing may be performed concurrent with mockup testing if performed prior to installation of any PT system hardware. 6. Install the PT, substituted: 462-1 Description. 1. Furnish, test, transport, store, handle, and install all, system testing in accordance with Section 960. Include in the PT system testing all possible, used in system testing and as listed on the approved PT system shop drawings. c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/4620100-722impl.pdf?sfvrsn=7d2d771b_29010102.resp
that one failing test does not cause rejection, : Text: Current draft of the specification references, for a test method for the determination of mica schist in granites, FM5-584. However, a review of the current FDOT website for active FM test, ), you may need to test the minus No. 4 (4.75 mm) and the plus No. 8 (2.36 mm) portion also. 4.4 Spread, of particles of each size for each sample tested. 5.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9010102.resp.pdf?sfvrsn=7abeaa65_03501600.FHWA
provided that representative test cylinders, made in accordance with ASTM C 31 and tested in accordance, and to update ASTM testing reference and psi requirement for flexural strength. Please review and transmit, of a section of pavement to traffic at an earlier time provided that representative test beamscylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 7839, indicate a flexural compressive strength of at least 550 2200 psi. Cure these test beams cylinders in a manner
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/3501600.fhwa.pdf?sfvrsn=23892109_04550517DB.origind
test methods and reporting requirements described in 455-15.8.1 apply to tests of fluid in the shaft, testing. The Department may also perform comparison tests. Provide equipment for such comparison tests, to count as dynamic tests on steel piles, allow fluid sampling on drilled shafts every 30 ft from, , outlined in the tables in 455-15.8.1, except as follows: The Engineer will not require tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/4550517db.origind.pdf?sfvrsn=f976b9e0_09260000.FHWA
**Accepted by certified test reportproject testing ***Accepted by certification 9260000.D01 All Jobs, . Manufacturers seeking evaluation of their products shall submit product data sheets, performance test reports, . 926-3.2 Performance Tests: (a) Epoxy Bonding Compounds: Epoxy Bonding Compounds shall be prepared and tested in accordance with FM 3-C882. The ratio of the compressive strength of the composite cylinder, : Epoxy mortar shall be prepared and tested in accordance with FM 3-C882. The average compressive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9260000.fhwa.pdf?sfvrsn=93748c0c_02000702-722impl
substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency, , Concrete Box Culverts and Retaining Wall Systems Test Name Quality Control Verification Modified, Construction Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One, and the following substituted: 200-7.3.1.2 Depth and Surface Testing Requirements: Notify the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/2000702-722impl.pdf?sfvrsn=b6e14adc_2Dist 8 SR-417 MCS Sewer Line Repair
product. 4. MCSstatement - "The line was pressure tested." FDOT response - A pressure test was not performed on the line; however, a leakage test was performed in accordance with the following technical, acceptance tests (light test) on the line at the time of installation. MCS allowed an extensive time, to a leakage test and received DEP clearance to be placed into service. The sewer line was placed, would not have been leak tested, submitted for DEP clearance nor would the Department had
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/drb/decisions/tpk/dist-8-sr-417-mcs-sewer-line-repair.pdf?sfvrsn=39216153_0SS7810000
. The operational status may also be tested when the TMC or a laptop computer prompts a pixel test. Ensure, for inspection and maintenance. Provide labeled test points for checking essential voltages. Ensure, microns in diameter and larger. Ensurethattheventilationsystem is automatically tested once each day, and that it may be tested on command from remote and local control access locations. Ensure, ’s (CIE) requirements as detailed in Test Method A of the CIE 127 (1997) standard. Provide the LED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7810000.pdf?sfvrsn=558339c_0GL-04 Earthwork (2018-2019) clean
equipment used on the project? [120-10] 9. Ensure that all sampling and testing requirements are met and enforce the requirement that all samples and tests are taken randomly? Does the field test, is used when density test results are evaluated for materials acceptance? Are the appropriate materials, required density test results are documented on current forms provided by the department in accordance, of stabilized subgrade is treated as a separate operation from rock base and the sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/guidelist/inspectguidelist/fy1819/gl-04-earthwork-(2018-2019)-clean.pdf?sfvrsn=48b36a62_2GL-04 Earthwork (2017-2018) clean
equipment used on the project? [120-10] 9. Ensure that all sampling and testing requirements are met and enforce the requirement that all samples and tests are taken randomly? Does the field test, is used when density test results are evaluated for materials acceptance? Are the appropriate materials, required density test results are documented on current forms provided by the department in accordance, of stabilized subgrade is treated as a separate operation from rock base and the sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-04-earthwork-(2017-2018)-clean.pdf?sfvrsn=da5bae37_01610000.comm
: If this test result does not meet the specification requirements, then adjust the design in the field. Suggestion: add with Engineer's approval. The sentence now should read: If this test result does, and increasing the distance/total number of tests - how does one handle a project that is built in short, toward larger Lots and longer consecutive distances before reduced testing is an option. My question, , "The Engineer will collect two samples of the mixed subgrade for LBR and Soil Classification testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1610000.comm.pdf?sfvrsn=48f0cbbc_0Section82V2-725
. Ensures that testing equipment is properly maintained in accordance with the applicable test methods, , tested at the same age. Acceptance of Structures Each LOT of Products is accepted when: A. The test, stressing jacks, concrete compression testing machine, laboratory scales and plastic concrete test, Topic No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section82v2-7250a67a232-de0c-443a-a378-0ac4ca57a6b4.pdf?sfvrsn=61a1a121_1