9037 search results for test
5270022.impl
527 DETECTABLEWARNINGS ON WALKING SURFACES-MATERIALS. (REV2-16-07)(FA3-9-07)(7-07) SUBARTICLE527-2.2(Pages598and599)isdeletedandthefollowing substituted: 527-2.2 Material Properties: Provide Detectable Warnings that meet the following minimum material property requirements when tested in accordance with the indicated Standard. PROPERTY STANDARD MINIMUM T H R E SHOLD Slip Resistance ASTM C1028, F609, F1677, F1678, F1679; E303 Dry Coefficient of Friction – 0.8 min. and Wet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5270022.impl.pdf?sfvrsn=9e40d22_0SS5270022
527 DETECTABLEWARNINGS ON WALKING SURFACES-MATERIALS. (REV2-16-07)(FA3-9-07)(7-07) SUBARTICLE527-2.2(Pages598and599)isdeletedandthefollowing substituted: 527-2.2 Material Properties: Provide Detectable Warnings that meet the following minimum material property requirements when tested in accordance with the indicated Standard. PROPERTY STANDARD MINIMUM T H R E SHOLD Slip Resistance ASTM C1028, F609, F1677, F1678, F1679; E303 Dry Coefficient of Friction – 0.8 min. and Wet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss5270022.pdf?sfvrsn=7c5ada5c_09310100.resp
analysis frequency is described in the first paragraph. The physical sample that is tested by the State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9310100-resp.pdf?sfvrsn=de3124b7_49210100-723impl
, Type IP, and Type IS shall be tested in accordance with ASTM C1702 and reported at three days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9210100-723impl.pdf?sfvrsn=3c019cad_29210100-722impl
, and Type IL shall be tested in accordance with ASTM C1702 and reported at three days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9210100-722impl.pdf?sfvrsn=596a10c_29450202.impl
, with a suitable wax compound. The bolts may be sampled and tested before erection or may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9450202.impl.pdf?sfvrsn=19cba78c_03000201.comm
(and hopefully cutback products) to be looked at/certified/ tested more like we have done paving grades
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/3000201.comm.pdf?sfvrsn=42ce4c41_04620101.resp
: The sentence, “Test and include typical local zone reinforcement in the system drawings that are submitted for system approval” is confusing. Are we are telling the contractor to test the reinforcing, ”? Response: The PT supplier, in order to gain system approval for statewide use, must test, of the local zone reinforcement at the project level but are not present during the anchorage test. One purpose of the test is to verify that the design methodology behind the anchorage & local zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4620101.resp.pdf?sfvrsn=4d5179bc_04001704.comm
procedure, in lieu of the time delay periods set forth in 400-17.1 and 400-17.3, test beams cylinders may, in the corresponding structural component. MakeTest the test beams cylinders in accordance with ASTM C 31 and test the cylinders in accordance with ASTM C 7839. When the test results indicate a flexural, Comments: spec 4001704 of 400-17.4 says this... WHEN THE TEST RESULTS INDICATE A COMPRESSIVE, THE TEST RESULTS INDICATE A COMPRESSIVE STRENGTH OF 4500 PSI OR MORE, CONCRETE BRIDGE DECKS,CULVERTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4001704.comm.pdf?sfvrsn=6d43674e_0CM-660-03 Microwave Vehicle Detection System
test report that demonstrates compliance with this requirement. A completed Testing Laboratory, FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test, . Document Review FORMTEXT Indicate location of requested information in submittal. TERL Test Cases, Review FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps, FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps): MVDS001
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-660-03-microwave-vehicle-detection-system.docx?sfvrsn=ea0eab1a_19380000.resp
to the Structures Design Office) 1. 938-4.2.2 Laboratory Test: On the modified wick induced bleeding test, the testing procedures referred by Florida DOT is the old version from PTI grout, that Florida DOT can adopt this industry practice as well. Response: The test, inclined tube test from EN 445 and it became one of the industry practice now as well, I would suggest, be eliminated if inclined tube test was enforced. Response: This test requires further coordination
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9380000.resp.pdf?sfvrsn=8217c05b_0negot
Attachment L - Standard Items and Item Descriptions for Geotechnical and Materials Testing firms, Descriptions for Geotechnical and Materials Testing firms Updated Attachment D – Current Avgs & Dept, Descriptions for Geotechnical and Materials Testing Firms Attachment L 1/13/2020 Updated Attachment, Updated Attachment L – Standard Items and Item Descriptions for Geotechnical and Materials Testing, for Geotechnical and Materials Testing Firms Attachment L 6/28/2021 Updated PE job classifications Updated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/pdf/negot.pdf?sfvrsn=69800d16_1009710000.FHWA
test specimen 6 inches by 1 inch by 0.05 inches minimum thickness shall be tested at a temperature, the language to include new products, test methods and address problem areas. Please review, testing may be placed on the QPL. When listed, this will be the minimum criteria for application, with the Department’s Sampling, Testing and Reporting Guide Schedule. 971-1. 6 Color: Materials other, , retroreflective elements shall contain no more that 200 ppm by weight of lead or arsenic when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9710000.fhwa.pdf?sfvrsn=c8cb14e8_04001502.resp
and impact resistance as part of the revised Section 975 since elongation is normally tested on steel, tested to meet FDOT field qualifications per section 975? Has FDOT had field mock-ups performed using, the boundaries they have established? We have performed field tests on pre-cast concrete panels, formulate, test, and prove materials to meet our clients performance requirements. When installed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001502.resp.pdf?sfvrsn=982a01a4_0CM-660-04 Wrong Way Vehicle Detection System
in this field. Physical Inspection TERL Test Cases (Steps): WWVDS002 (Step 1) FORMTEXT, FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps, . TERL Test Cases (Steps): WWVDS001 (Step 2), WWVDS002 (Step 3) FORMTEXT FORMTEXT Init, . TERL Test Cases (Steps): WWVDS001 (Steps 3,4), WWVDS002 (Step 4) FORMTEXT FORMTEXT, Provide the following: A third party test report that demonstrates compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-660-04-wrong-way-vehicle-detection-system.docx?sfvrsn=4e5266d3_1DCE24-15
winds. Observations from recent wind tests of signal assemblies attached to the span wires, . In testing, oscillations progressively increased. Signals attached to the span wires with Tri-Stud Adjustable Hangers did not show any significant oscillating behavior in the tests. Given the low wind
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2015/dce24-15.pdf?sfvrsn=163361f0_04500000Respon
. The producer should address the aforementioned testing requirements as part of the proposed operation, Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing, . The quality assurance inspection and testing will be performed in accordance with Section 8.1, specifications that place contractual requirements upon the Engineer to "run tests to ensure, is necessary to verify the accuracy and integrity of the contractor's tests. This spec revision now
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4500000respon.pdf?sfvrsn=504f6aa1_06300201-724FHWA
that have been tested and listed by a Nationally Recognized Testing Laboratory to the following, and the following substituted: 630-2 Materials. 630-2.1 Conduit: Use materials that have been tested and listed by a Nationally Recognized Testing Laboratory to the following industry standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6300201-724fhwa.pdf?sfvrsn=c378da96_16840000.FHWA
General: Subject the MFES to field acceptance tests (FATs). Develop and submit a test plan for FATs, . Complete the tests within five calendar days. 6840000.D01 All Jobs 7684-1.4.2 Field Testing: Once, and replaced. 7684-2.4 Testing: 7684-2.4.1 General: Subject the Device Server to field acceptance tests, . 7684-2.4.2 Field Testing: Perform local field operational tests at device server field sites, acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer for consideration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/6840000.fhwa.pdf?sfvrsn=af2bb97e_0FHWA Memos
: 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, two Quality Control (QC) density tests with a 12 inch depth of measurement: one QC density test, and test piling, the Contractor may initially predrill holes to a depth up to 20% of the test pile, in the same manner as the test piles. When installing piles in compacted fill, predrill the holes, or equal to 30 tons per square foot of gross pile area as determined by the Dynamic Load Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/fhwa-memos.pdf?sfvrsn=851f51e4_2