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FDOT Procurement FAQ_Final 2025
not required. In most cases where a broker or agent is involved, a simple test to help determine, Clauses Q: Does FDOT’s contract with Sterling Infosystems for drug and alcohol testing and other, , on-line or via telephone, to test for fair and equitable practices or decisions. Vendor Geographical, performance standards could help address this as well, but generally a reasonableness test needs, address and manage procurement requirements for testing activities and sites approved under the SAMS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/procurement/fdot-procurement-faq_final-2025.pdf?sfvrsn=b8f686cd_1FL_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_1Final Estimates Level 1 Manual
test questions. If you can answer all the questions correctly, you are much more likely, ' proposals, and award of contracts. Slide 7 Construction Management -- inspection and testing, management. Slide 8 KNOWLEDGE CHECK Now to test your knowledge. You will now be asked review questions, CHECK Now let’s test your knowledge of Contract Documents. 1) Multiple choice. Which of the following, inspecting various work items, sampling and testing materials, as well as preparing documentation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training-manuals/final-estimates-level-1-manual.pdf?sfvrsn=f6031aae_1715-002
the Base conforms to the current FHWA required AASHTO Frangibility Requirements, tested under required, the base plate. capacity loads. c. Test results showing the pole does not buckle at the shape transition area under the ultimate moment the strong axis and 37 kip*ft in the weak axis. b. Tests, of 36 kip*ft in 4 1 a. Tests demonstrating a pole with a fabrication: The fabricator’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/715-002.pdf?sfvrsn=3404de72_1SPI-536-001
, 4th Edition; NCHRP Report 350 , Test Level 3 Criteria; AASHTO Manual for Assessing Safety Hardware (MASH) , Test Levels 2 & 3 Criteria; Task Force 13, Guide to Standardized Roadside Hardware, test level classification, and placement in relation to curb, shoulder gutter, and the Edge, that differing test level (TL) segments are compatible, but their applicability must meet or exceed, Approach Terminal lengths for corresponding crash Test Levels are defined in the Index and should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-536-001.pdf?sfvrsn=586b4e8_1University of Central Florida - Investigation of Connected Vehicles to Inform Design of Automated Vehicle Systems
warnings. This objective will be accomplished through a multi-phased approach including simulation test bed
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/research-projects/74f356b4-aa5d-4200-99b2-40f386d08c9bDCE11-07
This Memo Has Expired PAVEMENT JOINTS TEST RESULTS District: Project No. R d . N o . : C o u n t y : B r i d g e D e s c r i p tion L3 L2 L1 R1 R2 R3 LR L R L R L R L R L R Down-station U p - s t a t i o n D o w n - s t a t i on Up-station Down-station U p - s t a t i o n D o w n - s t a t i on U p - s t a t i o n D o w n - s t a t i on U p - s t a t i o n D o w n - s t a t i on U p - s t a t i o n P r o j e c t E nds South/East End North/West E n d T o t a l N u m b e r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2007/dce11-07.pdf?sfvrsn=b6a188fc_0dce0401
the appropriate Refresher Course to comply with this procedure. If they fail the Refresher test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2001/dce0401.pdf?sfvrsn=54cf6308_0GL-12B (FY18-19)
FY 2018/2019 QC Category No. 12B STATEWIDE INSPECTION GUIDELIST Lighting 1. All of the materials used comply with the approved shop drawings and plans. [Spec. 715-2] 2. The seven-day burn-in period is completed satisfactorily. [Spec. 715-14, 715-15] 3. Test all components of the installation in accordance with the plans, indexes, specifications, and manufacturer’s recommendations. [Spec. 715-14] 4. A pre-installation meeting is conducted by the Project Administrator with contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-12b-(fy18-19).pdf?sfvrsn=d67b02f1_0DCE14-16
that have test definitions FM 1-T 180, AASHTO T 99 or FM 5-515 should include a Proctor/LBR curve
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2016/dce14-16.pdf?sfvrsn=a68e2ab5_0RoadwayCheatSheet
REJECT truck if outside tolerances in Table 320-2 Test every truck if temps outside Table 320-3, return
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/asphalt/pdffiles/roadwaycheatsheet.pdf?sfvrsn=bf49fcd8_4GL-12B (FY17-18)
FY 2017/2018 QC Category No. 12B STATEWIDE INSPECTION GUIDELIST Lighting 1. All of the materials used comply with the approved shop drawings and plans. [Spec. 715-2] 2. The seven-day burn-in period is completed satisfactorily. [Spec. 715-14, 715-15] 3. Test all components of the installation in accordance with the plans, indexes, specifications, and manufacturer’s recommendations. [Spec. 715-14] 4. A pre-installation meeting is conducted by the Project Administrator with contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-12b-(fy17-18).pdf?sfvrsn=20c788c6_05340000.resp
on the QPL must submit an application in accordance with Section 6, independently certified test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan09/files/5340000.resp.pdf?sfvrsn=9ecbeadc_07100400.RESP
. A contractor should not have to guarantee something that has not been proven to work. The state test deck will bear this out. What is the traffic count there where they did the test? At no additional cost, on the type of asphalt you are working on. We have done many test where we were working on closed mix’s and compared them to open mix’s and the open mix does not test well. We went as far as to do both
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/7100400.resp.pdf?sfvrsn=72302991_07100400.RESP
. A contractor should not have to guarantee something that has not been proven to work. The state test deck will bear this out. What is the traffic count there where they did the test? At no additional cost, on the type of asphalt you are working on. We have done many test where we were working on closed mix’s and compared them to open mix’s and the open mix does not test well. We went as far as to do both
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7100400.resp.pdf?sfvrsn=8bc6e1d6_07000243Comm
, if for instance the torque on a 3 / 8" bolt is 14, not 15? Or should all bolts not meeting the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/7000243comm.pdf?sfvrsn=eef62027_05340000.comm
with Section 6, independently certified test reports, and written certification that the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/5340000.comm.pdf?sfvrsn=5e3a084e_0Specrev2
in 924-2.7 titled Maximum Allowable Test Results of Calcium Nitrite Concrete. Revise specification packages
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jul17/specrev2.pdf?sfvrsn=2b689b5e_05360204.FHWA
and include certified test reports from an approved independent test laboratory that shows, of their product shall submit an application in accordance with Section 6 and include certified test reports from an approved independent test laboratory that shows the material meets all the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5360204.fhwa.pdf?sfvrsn=aeacffb2_05340000.resp
on the QPL must submit an application in accordance with Section 6, independently certified test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5340000.resp.pdf?sfvrsn=92546239_0