8999 search results for test
SS1200102
will determine test locations, collect samples, and perform tests to investigate the proposed borrow area, the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before using any borrow material from any, of this construction method by successfully completing a 500-foot- long test section. For embankment, - foot-long test section. For compaction requirements of both soil and RAP, meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss1200102.pdf?sfvrsn=fdbf994c_0SS1200102
will determine test locations, collect samples, and perform tests to investigate the proposed borrow area, the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before using any borrow material from any, of this construction method by successfully completing a 500-foot- long test section. For embankment, - foot-long test section. For compaction requirements of both soil and RAP, meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1200102.pdf?sfvrsn=e9ec89db_0CM-700-01 Sign Beacon
. FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test Cases, in submittal. TERL Test Cases (Steps): SB001 (Step 1), SB003 (Step 4) FORMTEXT FORMTEXT, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases, location of requested information in submittal. TERL Test Cases (Steps): SB001 (Step 3), SB002 (Step 2, Indicate location of requested information in submittal. TERL Test Cases (Steps): SB001 (Step 4), SB003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-700-01-sign-beacon.docx?sfvrsn=d899a6cf_1Final-MPOAC-Governing-Board-Agenda-Package-10-28-21
development. ForwardPinellas and MetroPlan Orlando are alpha testing the budget tables, while several MPOs have offered to beta test the budget tables. The beta testers include regional tasks, of the proceedings is made which record includes testimony and evidence upon which appeal is to be based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2021/final-mpoac-governing-board-agenda-package-10-28-21.pdf?sfvrsn=7ca9de1d_1Final-MPOAC-Staff-Directors-Agenda-Package-10-28-21
are alpha testing the budget tables, while several MPOs have offered to beta test the budget tables. The beta testers include regional tasks (Broward MPO and Miami-Dade MPO), and the Working Group, of the proceedings is made which record includes testimony and evidence upon which appeal is to be based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2021/final-mpoac-staff-directors-agenda-package-10-28-21.pdf?sfvrsn=12ef73c4_1SS9920000
Retardant Test: Flammability tests shall be conducted on the cable, the molded body of the connectors, Test: The mated connectors shall be fault tested by applying a test current of 1,000 amperes, 60 HZ, for installation in wet locations by a Nationally Recognized Testing Laboratory acceptable, of minus 40°to plus 190°F. Hardness of the molded rubber shall be 65 durometer. 992-2.8.2 Testing, with NEC 110 2. a. Dielectric Test: No breakdown shall occur with a test potential of 1,960 volts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9920000.pdf?sfvrsn=4f384368_01050808.impl
Manufacturing Facilities: 105-8.8.1.1 Testing Personnel: Ensure personnel performing tests have the following certifications: Personnel performing plastic property tests must have ACI Concrete Field Testing Technician-Grade I certification. Personnel performing laboratory compressive strength testing must have ACI Concrete Laboratory Testing Technician Level I certification or ACI Concrete Strength, /technicians to provide complete QC inspections and testing. Ensure the plant manager for QC has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1050808.impl.pdf?sfvrsn=1b617d58_0D4SR5NoiseOrdinance
of the pond excavation. 5. The soil in the pond was subsequently sampled and tested. The test reports, . There is no indication that County code enforcement personnel visited the site. However, there was testimony, 23 West. 2. After excavation had begun, testing of samples take from the pond indicated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d4/2007/d4sr5noiseordinance.pdf?sfvrsn=e7ba10fd_04550028IMP
load test report to the Engineer within five days after completing the load test. When the Contract, completing the load test. Furnish the final report of test results for internally instrumented shafts within 30 days after completing the load test. Include in the report of the load test, )Agraphicrepresentation of the test results, during loading and unloading of pile/shaft top movement, . (3)Agraphicrepresentation of the test results, when using telltales, showing pile/shaft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4550028imp.pdf?sfvrsn=8f57b494_02017-NolanBoyd-NewSingleSlopeandRetrofitTrafficRailings
• Crash testing overview • FDOT Standards Development (Index 426, 427 & 428) • Part 2 - New Policy, i n g • MASH implementation • Crash testing overview • FDOT Standards development (Index 426, ) including: • increases in the size of several test vehicles to better match the current vehicle fleet, changes to the number and impact conditions of the crash test matrices, and more objective, full-scale crash tests of existing hardware, including: • 32” New Jersey Shape Tr a f f ic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/designexpo/2017/2017-nolanboyd-newsingleslopeandretrofittrafficrailings.pdf?sfvrsn=f3c24778_44551508DB.FHWA
the approval of all federal, state and local regulatory authorities. Perform the following tests, of Results at 68ºF Test Method Density 62 to 65 lb/ft 3 (fresh water) 64 to 67 lb/ft 3 (salt water, Range of Results at 68ºF Test Method Sand Content 0.5% or less FM 8-RP13B-3 Polymer slurry may, . Test and verify the polymer slurry meets the above requirements before continuing the excavation, is deleted and the following substituted: 455-17.6.1.2 Procedure: Perform CSL testing at least 120between
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/4551508db.fhwa.pdf?sfvrsn=3ca4b796_02011_Load_Rating_Manual_01-01-11
Structures . 7-10 8 Lo ad Testin g o f Bridges, Load Test Candidate ........................................................................................... 8-2 8.3 Load Test Reports, , recognized formulae, computer programs, or load tests. Such judgment should be used to evaluate, and Engineering Judgment. Load tests may be used as load rating provided that all the trucks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/lr/2011_load_rating_manual_01-01-11.pdf?sfvrsn=1d23100b_03470204.comm
anyone know if the "load" does not meet the 28 day requirement until cylinders are tested? The verbiage also seems to indicate that sampling and testing is a requirement by QC. I suggest the following, will not have their QC onsite to sample and test non-structural concrete due to the acceptance criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3470204.comm.pdf?sfvrsn=a30ff7e_0GL-04
and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test verify this? [Spec 120-10] 10. Does the CEI have an appropriate process to ensure that the correct proctor is used when density tests results are evaluated for material, . Has the CEI enforced the requirement that all required density test results are documented
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-04.pdf?sfvrsn=9660ac5c_0Specrev4
% testing, with or without test piles and pay item summary sheets will need to be modified, Testing utilizing either internal or external instrumentation as selected by the contractor at the time, piles have been blocked. The current pay items for Test Piles will remain valid. Each district, : Dynamic Testing with Internal Gauges 455-34-103 Prestressed Concrete Piling, Includes 100% Dynamic Testing with Internal Gauges, 18” SQ 455-34-105 Prestressed Concrete Piling, Includes 100% Dynamic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jul15/specrev4.pdf?sfvrsn=76b462bd_09320100.origind
testing requirements: TEST PROPERTY DESCRIPTION TEST METHOD TYPE V1 TYPE V2 Minimum Movement, coating of the concrete, and meet the following minimum testing requirements: TEST PROPERTY, : 932-1.3 Why does the existing language need to be changed? 1. One of the test methods referenced in this section, MIL S 8802, is obsolete. 2. Field tests in accordance with FM 5-533 are not performed due, product usage . Lab tests currently performed adequately predict service life, making FM 5-533
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9320100.origind.pdf?sfvrsn=eacd7cf9_05480206.FHWA
MSE walls may be constructed using backfill with a pH as low as 4.5 and to include the testing, within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior, of organic material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5480206.fhwa.pdf?sfvrsn=2ea1f617_09850202.FHWA
Office to list additional Erosion Control Materials, reduce testing efforts for reinforcement products, and the following substituted: 985-2.2 Physical Requirements: Each geosynthetic material shall be tested, application type. All testing and reported values, except apparent opening size (AOS, . 9850202.D01 All Jobs Table 1.1 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method D-1 D-2 D-3 Minimum Permittivity (Sec - 1) per ASTM D4491 D-1a
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9850202.fhwa.pdf?sfvrsn=3956e909_04610000.ind
designated must be tested. All test results must comply with the manufacturer’s design data as shown, Specifications and two other specification references are obsolete, also testing requirements, using the same processes used to prepare the surface and apply the coating to the bearing. Test, be a minimum of 700 psi. If the bond strength of the coating on the coupon is deficient, test the coating, to the bearing. Test the coating bond strength on the coupon in accordance with ASTM D4541. The bond
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4610000.ind.pdf?sfvrsn=4ed394a7_03301200.d01.fhwa
in accordance with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing, path of each lane being tested. The Engineer or these specifications may require additional testing at other locations within the lane. 330-12.4.3 T r a f f i c C o ntrol: Provide traffic control in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing, in the Contract bid prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/3301200.d01.fhwa.pdf?sfvrsn=64cd2a73_0