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3460303.FHWA
differentials or maximum allowable temperature has been exceeded, provide all analyses and test, no compensation, either monetary or time, for the analyses or tests or any impacts upon the project, allowable temperature has been exceeded, provide all analyses and test results deemed necessary, or time, for the analyses or tests or any impacts upon the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/3460303.fhwa.pdf?sfvrsn=1282864a_02025-10 FDOT CCI Technical Memo
and 2025. Several iterations were tested using the NHCCI methodology to assess and remove outliers. The statistical testing resulted in the construction of the FDOT CCI with the Fisher Ideal Index method, to compare to. Blocks of 8 consecutive quarters and 3 consecutive quarters were tested. The NHCCI, . Ultimately this rule was not used to exclude outliers from the dataset. TBG tested the various rules, the final methodology for the FDOT CCI. TBG tested more combinations of these rules than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/cci/2025-10-fdot-cci-technical-memo.pdf?sfvrsn=42dc8cb9_1Master_TOC_CTQM
TESTING TECHNICIAN COURSE ATTACHMENT 2-2 – AGGREGATE LABORATORY TESTING TECHNICIAN TRAINING COURSE, – ACI CONCRETE FIELD TESTING TECHNICIAN GRADE I CERTIFICATION TRAINING COURSE ATTACHMENT 4-2– ACI, TESTING TECHNICIAN CERTIFICATION COURSE ATTACHMENT 4-5 – ACI CONCRETE LABORATORY TESTING TECHNICIAN GRADE I TRAINING COURSE ATTACHMENT 4-6– ACI CONCRETE LABORATORY TESTING TECHNICIAN GRADE II TRAINING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/old_files/ctqm151123/master_toc_ctqm.pdf?sfvrsn=ca5700c1_02340100.origind
, with the following exceptions: 234-5.1.1 Option 1 Acceptance Testing Exceptions: D density testing, there are areas not requiring density testing will be prorated based on a pay factor of 1.00 for the tonnage of material in areas not requiring density testing and the actual pay factor for the tonnage, with the following exceptions: 234-5.2.1 Option 2 Acceptance Testing Exceptions: Density testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/2340100.origind.pdf?sfvrsn=ee2d2089_07850301.origind
, foundation, and testing of all equipment and materials, and for all tools, labor, cables, hardware, , and testing of all equipment and materials, and for all tools, labor, hardware, supplies, support, , placement, and testing of the shelter, all its materials and equipment, and for all tools, labor, per pole installed will include foundation, placement and testing of all equipment and materials, TheContract unit price per each ITS field cabinet, installed, will include placement and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7850301.origind.pdf?sfvrsn=b55ac132_04001502-723FHWA
of gutter lines are subject to this smoothness evaluation. Prior to initial profilograph testing, if determined necessary by the Engineer. Provide additional profilograph testing as necessary, the profilograph testing described above. Perform cycles of planing and profilograph retesting as necessary, to this smoothness evaluation. Prior to initial profilograph testing, complete work on the bridge deck, by the Engineer. Provide additional profilograph testing as necessary following longitudinal planing and any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4001502-723fhwa.pdf?sfvrsn=e9f1327b_13. Rebound High Speed Photogrammetry - P.Sun & L.Arboleda
. • To provide recommendations for integrating photogrammetry into FDOT pile testing practices. • Propose, Consentino et al. (2017) Slide 6 • Current dynamic testing methods – Pile Driving Analyzer (PDA, -soil interaction mechanisms. Slide 8 • Pile dynamic testing (PDT): – Non-destructive method, Testing Displacement, force and velocity Slide 9 • Digital Image Correlation (DIC): – Non-contact, and pile resistance demonstrational testing in laboratory environment. 07/2026 Deliverable 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/conference/grip/2025/seg-3/3-rebound-high-speed-photogrammetry---p-sun-l-arboleda.pdf?sfvrsn=b9f53db5_33500000FHWA
provided that representative test beams, made in accordance with ASTM C 31 and tested in accordance, , which may include non-destructive testing methods. 350-12.5ExpansionJointsAroundStructures, will select the locations for testing and make the determination of thickness. Sample locations will be taken at various points on the cross-section so that each test represents an area, . 350-14.1.2 Non-destructive Testing: For a determination using the impact-echo method, measure the thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/3500000fhwa.pdf?sfvrsn=607f983c_0E1G60-416119-1-Manatee-ATMS-VideoWall-Damage
On January 12, 2011 AVI was on site preparing for stand-alone testing and notified HSD of the apparent, under this contract by providing inspections, punch-lists, test plan comments and as-built, is onsite at the TMC completing their contracted work and preparing for the Stand Alone Test. Allan Dox, the Christmas break. Yesterday, while on site preparing for the stand alone tests, AVI noticed, was previously constructed and tested to were no longer present. As you are aware, the DBF has not have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2011/e1g60-416119-1-manatee-atms-videowall-damage.pdf?sfvrsn=27ac39c6_29950100-723FHWA
. Independent Laboratory Test Results Product meets requirements of this Section. Product Label, ” is the total number of detectors tested. Substitute other periods as necessary to determine the accuracy, ” is the total number of lanes of detection on the roadway segment under test. Substitute other, 995-3 Loop Sealant Properties Property Test Method Performance Criteria Self-leveling Viscosity, securely adhere to concrete and asphalt No visible signs of shrinkage after curing when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9950100-723fhwa.pdf?sfvrsn=237d02e6_19950100-723FHWA2
procedures. Independent Laboratory Test Results Product meets requirements of this Section. Product Label, tested. Substitute other periods as necessary to determine the accuracy for each period (i.e., dawn, AM, of detection on the roadway segment under test. Substitute other periods as necessary to determine, Property Test Method Performance Criteria Self-leveling Viscosity ASTM D562 @77°F Sealant shall, and asphalt No visible signs of shrinkage after curing when tested for shrinkage using a dimensional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9950100-723fhwa2.pdf?sfvrsn=95cd0071_15230000Comm
QPL test sections for any patterned textured pavement having moderate surface deterioration, ? Charles Holzschuher Friction and Nondestructive Testing State Materials Office *****************************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/5230000comm.pdf?sfvrsn=633c70d0_02900000.origind
% density for each section. Notify the engineer upon successful completion of Quality Control testing, will verify QC results at a minimum frequency of one test for each set of averaged sections with a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2900000.origind.pdf?sfvrsn=5d851792_07060000.resp
. 5. 706-4 The Engineer will conduct field testing in accordance with FM 5-566. This sentence should be removed or the FM needs to be revised. This test method does not include project field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/7060000-resp.pdf?sfvrsn=513d7070_25550000.comm
for the installation. Response: 3. Section 555-4.1.1 Product Testing. Additional verbiage should be included that requires a pressure test both before and after product is pulled through the bore hole
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5550000.comm.pdf?sfvrsn=81ed283_03360000.comm
the requirements of Table 336-1 have been made, corrective actions have been verified by passing test, “project Site” To “asphalt plant site” 336-5 Testing and Certification Requirements. Need to remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3360000.comm.pdf?sfvrsn=71e73e31_09620804.fhwa
Grade C and to provide reference to ASTM A 709 for Charpy V-Notch testing and to provide the minimum energy test requirements. Please review and transmit your comments, if any, within four weeks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9620804.fhwa75e2588007344d5a825bdc7ba717029f.pdf?sfvrsn=e90cc1cc_07060000resp
. 5. 706-4 The Engineer will conduct field testing in accordance with FM 5-566. This sentence should be removed or the FM needs to be revised. This test method does not include project field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/7060000resp.pdf?sfvrsn=2f36c59f_2SS7010201
701 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS. (REV5-1-09)(FA6-24-09)(1-10) SUBARTICLE701-2.1(Page787)isdeletedandthefollowingsubstituted: 701-2.1Thermoplastic:Usethermoplastic material meeting the requirements of 971-1 and 971-9 and listed on the Qualified Products List (QPL). The Engineer will take random mples of the materials in accordance with the Department’s Sampling, Testing, reserves the right to test the markings within 3 days of receipt of the Contractor’s certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss7010201.pdf?sfvrsn=bcb1bd5e_07010201.impl
Sampling, Testing and Reporting Guide schedule. ARTICLE 701-4 (Pages 787 and 788) is deleted, markings in accordance with FM-5-541. TheDepartment reserves the right to test the markings within 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7010201.impl.pdf?sfvrsn=7958635_0