9274 search results for test
0060103-2.comm
, required test reports………. Suggested change: Unless defined otherwise, applications must include, . Required test reports ……… Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/0060103-2.comm.pdf?sfvrsn=e1e22975_05300102.impl
in accordance with Section 6, and include certified test reports from an independent test laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/5300102.impl.pdf?sfvrsn=d9cc7386_05300102-1.impl
with Section 6, and include certified test reports from an independent test laboratory certifying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/5300102-1.impl.pdf?sfvrsn=1be34bab_09900600.resp
. 3. . 990-6.1(5) “Prior to approval an impact test shall be performed by the manufacturer to verify, test.’ Response: This comment is beyond the scope of this change and will be considered for future
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9900600.resp.pdf?sfvrsn=3ad3149c_0SS9620102
962 STRUCTURALSTEELANDMISCELLANEOUSMETALITEMS (OTHER THAN A LUMINUM). (REV6-26-09)(FA7-10-09)(1-10) SUBARTICLE962-1.2(Page914)isdeletedandthefollowingsubstituted: 962-1.2 T e s t i n g : F o r s t r u c t u r a l s t e e l s u b j e c t e d t o t e n s i l e s t r e s s u s e d f o r main load- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test, (as defined in Section 460) shall meet the impact test requirements of ASTM A 709 for non-fracture
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9620102.pdf?sfvrsn=f6a0e94c_0SS5360204
and include certified test reports from an approved independent test laboratory that shows
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5360204.pdf?sfvrsn=dab8a808_0SS5440000
test reports showing that their products meet all test requirements of NCHRP 350 or the Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5440000.pdf?sfvrsn=6a478829_05340000.comm
: ****************************************************************************** Juan Castellanos Comment: (12-9-13) 534-6 Test Wall: Why adding, by the Engineer.A. Response: 3. 534-6: 534-6 Test Wall. If directed by the Engineer, Eerect a test wall, . The Engineer will use the erection of the test wall to determine ifverify that the Contractor’s, the positioning of the test wall, in order to satisfactorily meet all Contract requirements. Build the test wall at a permanent wall location, as directedagreed to by the Engineer. If the test wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/5340000.comm.pdf?sfvrsn=2739c29b_05340000.resp
Test Wall: Why adding "If directed by the Engineer"? I suggest we keep the requirement whether, by the Engineer.A. Response: Agree. Change made. 3. 534-6: 534-6 Test Wall. If directed by the Engineer, Eerect a test wall section not less than 50 feet in length before starting general wall construction at the project site. The Engineer will use the erection of the test wall to determine, as necessary, at any time during the positioning of the test wall, in order to satisfactorily meet all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/5340000.resp.pdf?sfvrsn=1a038def_0SS5360204
and include certified test reports from an approved independent test laboratory that shows
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5360204.pdf?sfvrsn=e1a6fd98_0SS5440000
test reports showing that their products meet all test requirements of NCHRP 350 or the Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5440000.pdf?sfvrsn=f4c20f87_0E8W66
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 08251118 Call Order: 003 Proposal: E8W66 District:08 Counties: POLK Road Name: UPS Installation at SunTrax Test Facility Limits: Midpoint Project(s): 43730085202(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 250 Total Bridge Length: 0.000 Miles Letting Date, at SunTrax Test Facility. The Bidder (Prime Contractor) shall be currently licensed and hold
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/nov18/e8w66.pdf?sfvrsn=424e36c9_2ERS - Earthwork Record System Plots
ERS - Earthwork Record System Plots MAC ERS FAQS PDF (481KB) ERS Slow Response Updated PDF (291KB) Failing Test Notification Instructions for subscribing to the failing test notification shown with Earthwork Material filters for QC and VT earthwork technicians (must be a MAC user to subscribe) and PAs. PDF (248KB) Earthwork Record System Plot Instructions PDF (7.77MB) ERS Plans Reading Guidelines Guidelines for QC data entry to find ERS related information from plans for plotting and PAs
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/mac-test-list-1/ers---earthwork-record-system-plotsCM-620-03 Surge Protective Device for Low Voltage Power, Control, Data and Signal Systems
FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test Cases (Steps, FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps): SPD001 (Step
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-620-03-surge-protective-device-for-low-voltage-power-control-data-and-signal-systems.docx?sfvrsn=d1904bfc_1Asphalt Forms for Contractor Quality Control
(Automated) 675-060-10 Asphalt Pavement Straightedge Test Report (Excel version) – Form not required for MAC entry. Can be used for data collection. 675-060-10 Asphalt Pavement Straightedge Test
https://www.fdot.gov/construction/asphalt/cqcasphaltforms.shtmSPI-460-470
successfully crash tested in accordance with NCHRP Report 350 Test Level 4 criteria. The Standards all, Criteria NCHRP Report 350 , Test Level 4; AASHTO LRFD Bridge Design Specifications , 6th Edition, (a.k.a. concrete handrails) that are not based on crash tested designs. Indexes 460-470 through, based on the crash tested bridge railing and guardrail transition designs presented in Indexes 536-002, and/or closing of travel lanes and/or shoulders. In this case, the use of crash tested Precast Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-460-470.pdf?sfvrsn=53bc9fba_2spi-460-470
successfully crash tested in accordance with NCHRP Report 350 Test Level 4 criteria. The Standards all, Criteria NCHRP Report 350 , Test Level 4; AASHTO LRFD Bridge Design Specifications , 6th Edition, (a.k.a. concrete handrails) that are not based on crash tested designs. Indexes 460-470 through, based on the crash tested bridge railing and guardrail transition designs presented in Indexes 536-002, and/or closing of travel lanes and/or shoulders. In this case, the use of crash tested Precast Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-460-470.pdf?sfvrsn=dba426f_6SPI-460-470
crash tested in accordance with NCHRP Report 350 Test Level 4 criteria. The Standards all utilize, Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, 6th Edition, (a.k.a. concrete handrails) that are not based on crash tested designs. Indexes 460-470 through 460-476, and/or Roadway Engineer(s) shall prepare a customized project specific retrofit design based on the crash tested, lanes and/or shoulders. In this case, the use of crash tested Precast Concrete Temporary Barriers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-460-470.pdf?sfvrsn=445ea6e0_17820000COMM
, this section requires testing procedures to be submitted for review and approval, responsibility but it probably will end up in our office. I suggest testing procedures be written, what is required and no formal approval process will be needed. The testing procedures should, infrastructure color. Section 782-1.4: Consider adding the term “from the initiation of the testing, will this be enforce and tests? 782-1.2.2 – “CCTV camera shall have a minimum 22X motorized optical zoom
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7820000comm.pdf?sfvrsn=35305de2_0SS1050508
and Precast Concrete Box Culvert Manufacturing Facilities: 105-5.11.1.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete Strength Testing Technician
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss1050508.pdf?sfvrsn=c191cd24_0