9191 search results for test
9730000.origind
to move the material requirements for polymeric piles to Section 471 and revise some of the testing, submit an application in accordance with Section 6 and include independently certified test reports, tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested, with test results which show long term cracking is nonexistent. Fiberglass structurally reinforced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9730000.origind.pdf?sfvrsn=956777ee_0SS6630000
remain unobstructed and visible. 663-3.1 Field Testing: Subject the system to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer for approval. The Engineer reserves, include indicators for power and vehicle detection. Detector cards must include a test switch, during and after being subjected to the environmental testing procedures described in NEMA TS 2, , furnished and installed, will include furnishing, placement, and testing of all equipment and materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss6630000.pdf?sfvrsn=382d39a5_03300202.origind
do not need to be straightedge tested routinely. Proposed solution: 1. Modify wording in 330-12.3 related to surface defects. 2. Exclude sidewalks and bicycle paths from straightedge testing, to expand the minimum process control testing requirements and to exclude sidewalks and bicycle/shared use paths from straightedge testing, areas damaged by such deposits as directed by the Engineer. While rolling is in progress, test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3300202.origind.pdf?sfvrsn=9c6b1e46_0GL-10B Beams Bearings Bolts (18-19)
in the field and results of shear stud bend tests must be recorded. [Spec. 460-4, 502-5, CPAM 10.9, certifications, bolt material test reports, rotational-capacity test reports done by the manufacturer or distributor and be sampled and tested properly. [Spec. 460-4 & 5] 12. A material t r a c i n g a n d e n, 15. A bolt rotational-capacity (RC) test [Florida Method FM 5-581 (for long bolts) or FM 5- 582, verification testing per FM 5-583. [Spec. 460-5] 17. Detailed testing p rocedures must b e f o l l o w e d t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-10b-beams-bearings-bolts-(18-19).pdf?sfvrsn=d24da0e5_06840200FHWA
and the following substituted: 684-4.5 DVE and DVD Wireless Communication System Field Acceptance Testing: Conduct inspection and testing at the installed equipment location according to the approved test, by the following: 684-4.6 Cellular Modem Field Acceptance Testing: Conduct inspection and testing at the installed equipment location according to the approved test plan. Perform the following: 1.Verify, , placement, and testing of all equipment and materials, and for all tools, labor, hardware, operational
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/6840200fhwa.pdf?sfvrsn=1e3f311b_19600000.resp
: (6-30-15) 1. 960-2.1.5 Dynamic test of unbonded anchorage. AASHTO section 10.3.2.2 requires the test, components of different sizes. Is that so? Response: The dynamic testing requirements for unbonded, changes have been made. 5. 960-3.2.1.4 Is this necessary? A successful pressure test of 1.5 psi would typically ensure a system that can hold vacuum as well. Response: This test is for use of a vacuum, will be subjected to 90% vacuum during a vacuum assisted injection. This test assures the PT system will handle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9600000.resp.pdf?sfvrsn=d01f025e_04501403int
28-day strength. 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 temperature match cured cylinders. The use of maturity method, ASTM C1074, pulse velocity method 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4501403int.pdf?sfvrsn=f522b58_14501403ind
28-day strength. 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 temperature match cured cylinders. The use of maturity method, ASTM C1074, pulse velocity method 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4501403ind.pdf?sfvrsn=7bb1fb2a_11450302.origind
a potential conflict in 145-4.2.2 . Requires maximum density tests in accordance with T-180 for A-3, by FM 1-T 267 and by averaging the test results for three randomly selected samples from each, for construction of the reinforced fill volume if an individual test value exceeds 3.0%. Use backfill, of certified test results and a certificate of compliance certifying that the fill material meets, to the site. Use a Department-approved testing laboratory for all testing. Submit an alternate design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1450302.origind.pdf?sfvrsn=23fe95a0_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_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-660-03 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_19710000.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_09380000.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_101CM-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_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_19320103Origin
by the manufacturer. When a manufacturer’s product is tested and approved by the Department using, TYPE Test Method Type A TypeB TypeC TypeD Flow(maximum) MIL S 8802 0.3 inches [7.6 mm, SEALANT TYPE Test Method Type A TypeB TypeC TypeD Tack-freetime at 77 ± 3ºF [25 ± 1.5ºC] and 45, ] minimum 9320103.doc All Jobs 4 SILICONE SEALANT TYPE Test Method Type A TypeB TypeC TypeD, failure and adhesion, 10 cycles at +100/-50 % (joints 2” wide) 932-1.3.3 Methods of Test: Flow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/9320103origin.pdf?sfvrsn=2cb8de2f_0