9274 search results for test
1050404MM93V2resp
plot (concrete cylinder compressive strength versus concrete age) for test cylinder ages of 3, 7, 28
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/1050404mm93v2resp.pdf?sfvrsn=2493c8b1_13340504 IndustryCommentResponse
Specification Section 334 Subarticle 334-5 ORIGINATION Date: 3-18-25 Name: Greg Sholar Email: gregory.sholar@dot.state.fl.us COMMENTARY One change is related to a safety enhancement and the other change is related to avoiding project delays when evaluating pavement material that had failing test results. INDUSTRY COMMENTS AND RESPONSES (Please note all comments and responses are verbatim as received. The Specifications Office does not alter typos or grammar.) BLACK = Comment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/comments-responses/3340504-industrycommentresponse.pdf?sfvrsn=bc1a4444_1E1W96
EA 8.000 0455-133- 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 1,898.000 0455-137- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 46.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 10.000 0455-144- 21 TEST PILES - STEEL, 20" DIA PIPE LF 490.000 0458- 1- 11 BRIDGE DECK EXPANSION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/jan15/e1w96.pdf?sfvrsn=9baf0bb0_1E8W66Addenda001
Florida Department of Transportation RON DESANTIS GOVERNOR Florida’s Turnpike Enterprise P.O. Box 613069, Ocoee, FL 34761 407-532-3999 JARED W. PERDUE, P.E. SECRETARY www.dot.state.fl.us ADDENDUM NO. 1 DATE: November 10, 2025 TO: PROSPECTIVE BIDDERS FROM: Richard M. Nethercote, Jr., District Contracts Administrator Florida’s Turnpike Enterprise SUBJECT: Contract No.: E8W66 Financial Project No.: 437300-8-52-02 County(ies): Polk PROJECT NAME: UPS Installation at SunTrax Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/nov18/e8w66addenda001.pdf?sfvrsn=9bb56720_101_keynote_address
SMART WORK ZONES LANE CLOSURE NOT IFICAT ION SYSTEM 12 PROMOT E, INSPIRE, AT T RACT, TEST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/2023-mtf-meeting-documents/01_keynote_address.pdf?sfvrsn=4ea98ed5_117_Bridges_and_Other_Structures_Redlines
. Traffic railings shall meet the crash requirements of at least Test Level 3 (TL-3) for bridges, use crash tested systems consistent with the design speed of the facility. The FDOT has standards, Hardware (MASH). Non-crash tested noise walls may be attached to structures if located behind
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/17_bridges_and_other_structures_redlines.pdf?sfvrsn=462b1040_517_Bridges_and_Other_Structures_Rulemaking
in Section 13 of LRFD . Traffic railings shall meet the crash requirements of at least Test Level, with the following: • For noise walls attached to the top of traffic railings only use crash tested systems, -crash tested noise walls may be attached to structures if located behind an approved traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/17_bridges_and_other_structures_rulemaking.pdf?sfvrsn=6bd9774c_17-11DBBoilerplate-6-20-11
Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American, designation, or combination of numbers and letters, designates a specification, test method, , specifications, test methods, or other codes as specified in the current edition at the time of the bid, . The official testing laboratory used by the Department. Low Bid Design Build. A Design/Build Contract, that may be subjected to the tests provided for in these Specifications to determine the materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/july-2011/design-build/7-11dbboilerplate-6-20-11.pdf?sfvrsn=374a086d_0SS4000100
of the various LOTs of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test, periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast from, the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi or indicate a minimum required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4000100.pdf?sfvrsn=5906998f_0SS4000100
of the various LOTs of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test, periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast from, the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi or indicate a minimum required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss400010061b71584686e47b18921374bf0d894eb.pdf?sfvrsn=74e14bd1_0fdot-bed26-977-12-rpt
.................................................................................................................................. 37 8.5 Mann-Whitney-Wilcoxon tests, ) ......................................................................... 39 Table 7 Results of the Mann-Whitney-Wilcoxon tests, -Wilcoxon tests on delays (sec) of before-after MPS treatment ............. 46 Table 9 Rear-end conflict
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed26-977-12-rpt.pdf?sfvrsn=72c4cbd4_1flexiblehandbook
PAVEMENT CONDITION SURVEY COLUMN TITLE DESCRIPTION Test Date Date Section Tested (Imported from, the worst pavement condition shall be the rated lane for the direction being tested. It is coded, classifiers to assign the presence and severity of raveling to each 20- foot image of tested pavement, (greater than 3 mph per second) produces invalid data. If this occurs the section must be re-tested, , causing invalid data. Do not test if the pavement is wet. Some of the pavement sections contain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/researchreports/pavement/flexiblehandbook.pdf?sfvrsn=a2d316f4_19950201ind
testing shall be performed under controlled conditions at the TERL facility. The wWrong way vehicle, , vibration, and shock tests described in NEMA TS2, Sections 2.2.7, 2.2.8, and 2.2.9. Electronics, . Detector cards must include a test switch that can be used to manually generate detector calls, functions during and after being subjected to the environmental testing procedures described in NEMA TS, all required functions during and after being subjected to the environmental testing procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9950201ind.pdf?sfvrsn=f8d9fb4c_19710900.FHWA
all skins, dirt and foreign objects. 971-9.2 C o m p o s i t i o n : C o mponent Test M e t h o d, criteria: Property Test M e t h o d M i n i mum M a x i mum Water Absorption ASTMD570 - 0.5, Waterdisplacement 1.9 2.3 9710900.D01 All Jobs Property Test M e t h o d M i n i mum M a x i mum, , dirt and foreign objects. 971-10.2 Composition: 9710900.D01 All Jobs Component Test M e t h o, :Laboratorysamplesshallbepreparedin accordancewithASTMD4960andshallmeetthefollowingcriteria: Property Test M e t h o d M i n i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9710900.fhwa.pdf?sfvrsn=6f0fead0_06490000Origin
f i c a t i o n: Provide the Engineer with certified test reports from the manufacturer confirming, to the manufacturer’s recommendations. Test coating thickness and cure after completion of each coat, . Therefore, determine the required rotation by actual tests in a suitable tension device simulating, with the manufacturer’s instructions. Test the fluidity of the grout using the ASTM C 939 Flow Cone Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/6490000origin.pdf?sfvrsn=f967518d_0FL_FY26_Grant Application
assistant state attorneys, Florida Department of Law Enforcement Alcohol Testing Program
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/3-grants/fl_fy26_grant-application.pdf?sfvrsn=48ed5d9e_11-17-DB-Boilerplate-11-17-16
of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge, of numbers and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other, by the Contractor. Laboratory. The official testing laboratory used by the Department. Low Bid Design, to the tests provided for in these Specifications to determine the materials’ quality and fitness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/design-build/1-17-db-boilerplate-11-17-16.pdf?sfvrsn=9999ab73_1Material Manual
2.4 - Testing and Submittal Requirements for Polymer Slurry Products Used in Drilled Shaft Construction This procedure provides instructions for testing and reports that need, and implementation of the Quality Control (QC) Program for the manufacture, testing, , testing, storage, and transportation of asphalt binder. Document, mix designs, and inspection and testing of production concrete. Obtain SCC
https://www.fdot.gov/specifications/material-manualCHAPTER 17
materials testing requirements, and the qualifications requirements that are applicable to a project, and materials testing requirements is provided in Chapter 20 of the LPM. Additional information on FDOT, . An illustration of how design standards, construction specifications, materials testing and related, * MATERIALS TESTING* QUALIFICATIONS Class A On the SHS or NHS FDOT Design Manual, FDOT, and III of the FDOT Standard Specifications for Road & Bridge Construction Samples Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/chapter_17.pdf?sfvrsn=6a58dbe0_5