9204 search results for test
Recycled Materials Research
Mixtures 1989 Extraction Testing of Asphalt Concrete Mixtures Containing Ground Tire Rubber 1989 Evaluation, of Test Pavements on State Road 16 1989 Evaluation of Experimental Asphalt-Rubber, Dense Graded, Friction Course Mixtures: Materials and Construction of Test Pavements on N.E. 23rd Avenue 1989 Florida, . Part 1: Environmental Testing. Part 2: Mix Design and Economics.Phosphopypsum for Secondary Road
https://www.fdot.gov/archive/materials/recycling-reports.shtm4000507.FHWA
the supporting steel component for any improper welding. Perform all required verification and testing, (OIT) of 60 to 75 minutes at 170 °C in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from the finished product (polymer sheeting applied to forms) resulting, tested according to ASTM C272. Provide a written certification from the manufacturer stating, component for any improper welding. Perform all required verification and testing at no expense
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4000507.fhwa.pdf?sfvrsn=c4d7453c_04000507.fhwa
the supporting steel component for any improper welding. Perform all required verification and testing, (OIT) of 60 to 75 minutes at 170 °C in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from the finished product (polymer sheeting applied to forms) resulting, tested according to ASTM C272. Provide a written certification from the manufacturer stating, component for any improper welding. Perform all required verification and testing at no expense
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul09/files/4000507.fhwa92d8b08f8e464bf690cf3dfb3fac6da0.pdf?sfvrsn=a2115762_03340000.fhwa
Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average Deviation No. 200 Sieve 1.05, 1.42-2.12 0.80 >3.00 >2.12 Notes: (1) Each density test result is the average of five cores, ) 334-8.2.2ThreeorMoreSublotTestResults:Whenthreeormore sublot test results are available for a LOT, the variability-unknown, standard, a r d d e v i a t i o n Σ ( x 2 ) =summation of squares of individual test values (Σx) 2 =summation of individual test values squared Q U =upperqualityindex USL =upperspecificationlimit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3340000.fhwa29752983c09c44aaace5aad26873e77f.pdf?sfvrsn=7c37ace1_0chgtab7-10amended51810
for joint sealer. Field test requirements are being deleted as laboratory testing is sufficient, ) verification testing. Usage Note: All Jobs. 8 SUPPLEMENTAL SPECIFICATIONS REV DATE FA DATE, 7-10 SS3270300 New SS. To clarify the Quality Control and Verification Testing Processes, SS3301203 and changed dates. To clarify the Quality Control and Verification Testing processes, in text from SS3360300 and changed dates. To add viscosity ranges for asphalt rubber and AASHTO test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/chgtab7-10amended51810.pdf?sfvrsn=b1dc72a6_0chgtab
for joint sealer. Field test requirements are being deleted as laboratory testing is sufficient, by the Engineer for Limerock Bearing Ration (LBR) verification testing. Usage Note: All Jobs. 7, and Verification Testing Processes and measurement acceptance criteria for cross slopes on milled, Control and Verification Testing processes and measurement acceptance criteria for cross sloes, ranges for asphalt rubber and AASHTO test 9 SUPPLEMENTAL SPECIFICATIONS REV DATE FA DATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/chgtab.pdf?sfvrsn=bfc3eb4e_0chgtab7-10amended63010
will be collected by the Engineer for Limerock Bearing Ration (LBR) verification testing. Usage Note, . To clarify the Quality Control and Verification Testing Processes and measurement acceptance criteria, . To clarify the Quality Control and Verification Testing processes and measurement acceptance criteria, and changed dates. To add viscosity ranges for asphalt rubber and AASHTO test 11 SUPPLEMENTAL, consistent. Usage note: All Jobs. 1-29-10 2-1-10 7-10 SS3460301 New SS. To: Clarify slump loss test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/chgtab7-10amended63010.pdf?sfvrsn=2e2e651c_02025_concrete-pavement-overlay-state-of-the-practice-for-florida
overlays are also being currently tested on off-ramps along I-85. a. What is the category of overlays, has constructed several test sections in 1997 and 2012. The 1997 study consisted of six sections, of these test sections was found to be inadequate with early cracking and shattered slabs. A forensic, test using a heavy vehicle simulator was also competed in support of future design revisions and improvement [5]. After the forensic report these test sections were removed out of service as part
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2025_concrete-pavement-overlay-state-of-the-practice-for-florida.pdf?sfvrsn=36295b73_17000000.comm
have been asked to have QC on site and test this concrete, which on any projects I have done this on it has always passed, all test. Could the specs state that testing of this concrete per Section, pixel in the sign can be automatically tested once a day. Ensure that the pixel status test, . ADDCO is in Compliance Provide a pixel test as a form of status feedback to the transportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/7000000.comm.pdf?sfvrsn=8caeb20d_0D1450000
of organic material, as determined by FM 1-T 267 and by averaging the test results for three randomly, or stockpile unsuitable for construction of the reinforced volume if an individual test value exceeds, by the Engineer. Submit a copy of certified test results and a certificate of compliance certifying, to delivering the backfill to the site. Use a Department-approved testing laboratory for all testing. Submit, and shop drawings, geosynthetic materials, facing materials and/or treatment, installation, testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d1450000d0985df311b14951af198d306bd4e600.pdf?sfvrsn=6ccbd1_0D1450000.do
% by weight of organic material, as determined by FM 1-T 267 and by averaging the test results for three, the stratum or stockpile unsuitable for construction of the reinforced volume if an individual test value, by the Engineer. Submit a copy of certified test results and a certificate of compliance certifying, to delivering the backfill to the site. Use a Department-approved testing laboratory for all testing, drawings, geosynthetic materials, facing materials and/or treatment, installation, testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2003/files/d1450000.do.pdf?sfvrsn=8a93b702_0D1450000.do
% by weight of organic material, as determined by FM 1-T 267 and by averaging the test results for three, the stratum or stockpile unsuitable for construction of the reinforced volume if an individual test value, by the Engineer. Submit a copy of certified test results and a certificate of compliance certifying, to delivering the backfill to the site. Use a Department-approved testing laboratory for all testing. Submit, drawings, geosynthetic materials, facing materials and/or treatment, installation, testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1450000.do.pdf?sfvrsn=4b78c60e_02014_Load_Rating_Manual_01-01-14
Through Load Testing, Load Test Candidate.............................................................................................................................................. 8‐1 8.3. Load Test Reports, ), or allowable stress rating (ASR) methods, as shown in the FDOT Figure 2‐1. Load testing, as described, bridges to be load tested to the Office of Maintenance for coordination and prioritization. f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/lr/2014_load_rating_manual_01-01-14.pdf?sfvrsn=37ffa87a_05700100FHWA
methods. Provide evidence of product performance testing, manufacturer’s certification of training, documentation to the Engineer of manufacturer’s testing at an independent laboratory, demonstrating superior, , will be required if BFM-treated soils are disturbed or water quality or turbidity tests show the need, and establishment based on soil testing performed in accordance with Section 162. Refer to Section 982, control methods. Provide evidence of product performance testing, manufacturer’s certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/5700100fhwa.pdf?sfvrsn=7deb76b7_29950103FHWA
tested. Substitute other periods as necessary to determine the accuracy for each period (i.e., dawn, AM, being subjected to the transients, temperature, voltage, humidity, vibration, and shock tests, all required functions during and after being subjected to the environmental testing procedures, and after being subjected to the environmental testing procedures described in NEMA TS2-2021, light and ventilation fan. 5. VEHICLE DETECTORS: A detector test switch must be provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9950103fhwa.pdf?sfvrsn=7bc32612_1CR-8B
Quality Assessment Category Number 8B Concrete Materials STATEWIDE CRITICAL REQUIREMENTS - FISCAL YEAR 2014/2015 Quality Assessment Category Number 8B Concrete Materials 1. Does the CEI staff confirm that the following requirements are adhered to for structural concrete: If slump is outside tolerance, the load shall be rejected; concrete placement may proceed for the QC truck and the next truck while concrete properties tests are being performed and concrete is in its final position
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1415/cr-8b.pdf?sfvrsn=4ffd080_0CR 8B Concrete Materials (17-18)_Final
Quality Assessment Category Number 8B Concrete Materials STATEWIDE CRITICAL REQUIREMENTS - FISCAL YEAR 2017/2018 Quality Assessment Category Number 8B Concrete Materials 1. Does the CEI staff confirm that the following requirements are adhered to for structural concrete: If slump is outside tolerance, the load shall be rejected; concrete placement may proceed for the QC truck and the next truck while concrete properties tests are being performed and concrete is in its final position
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1718/cr-8b-concrete-materials-(17-18)_final.pdf?sfvrsn=d97cbfeb_0CR-8B Concrete Materials (18-19)
Quality Assessment Category Number 8B Concrete Materials STATEWIDE CRITICAL REQUIREMENTS - FISCAL YEAR 2018/2019 Quality Assessment Category Number 8B Concrete Materials 1. Does the CEI staff confirm that the following requirements are adhered to for structural concrete: If slump is outside tolerance, the load shall be rejected; concrete placement may proceed for the QC truck and the next truck while concrete properties tests are being performed and concrete is in its final position
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1819/cr-8b-concrete-materials-(18-19).pdf?sfvrsn=96c2abab_0CR-8B
Quality Assessment Category Number 8B Concrete Materials STATEWIDE CRITICAL REQUIREMENTS - FISCAL YEAR 2015/2016 Quality Assessment Category Number 8B Concrete M a t e r i a l s 1 . D o e s t h e C E I s t a f f c o n f i r m t h a t t h e f o l l o w i n g r e q u i r e m e n t s a r e a d h e r e d t o for structural concrete: If slump is outside tolerance, the load shall be rejected; concrete placement may proceed for the QC truck and the next truck while concrete properties tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1516/cr-8b.pdf?sfvrsn=df173811_024ContractorQualityControl
Administrator verified all QC tests are input into LIMS/ LIMS CQR database on a daily basis? Spec 105-5.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/districtoffices/d2files/qcqa-plan/2008qcqaplan/tab3files/24contractorqualitycontrol.pdf?sfvrsn=57473589_0