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CR 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_0

CR-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_0

CR-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_0

CR-08B

 Quality Assessment Category Number 8B Concrete Materials STATEWIDE CRITICAL REQUIREMENTS - FISCAL YEAR 2013/2014 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/fy1314/cr-08b.pdf?sfvrsn=52a4864c_0

Ch9(Redline)(2006-6-12)

not compare for a specified test, then a Resolution report 3 must be accomplished. The tests results, content 14 and gradation tests at the plant and density tests on the roadway. The contractor 15, : The cost of the resolution testing, if performed by the Department and 12 favors the Verification, attachment 9-11a & 9-11b). The cost of the 14 testing can be found at the following URL. 15 16 http, for entering the CQC Technician’s test 22 results in the Composite Pay Factor spreadsheet

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/p-and-d/allhistory/chap9/ch9(redline)(2006-6-12).pdf?sfvrsn=e3258df9_0

Ch9(Redline)(2007-4-12)

for a specified test, then 7 a Resolution report must be accomplished. The tests results of the 8 Resolution, will 9 run asphalt content and gradation tests at the plant and density tests on 10 the roadway, of the resolution testing, if performed by the Department 16 Department and which favors the results, estimate (See attachment 9-911a & 9-191b). The cost of the testing can 19 be found at the following URL, for entering the CQC 22 Technician’s test results in the Composite Pay Factor (CPF) spreadsheet 23

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/p-and-d/allhistory/chap9/ch9(redline)(2007-4-12).pdf?sfvrsn=1aaabb49_0

Ch9(Redline)(2007-12-14)

asphalt content and 12 gradation tests at the plant and density tests on the roadway. The 13, Technician’s results and the 12 Verification Technician’s results do not compare for a specified test, then 13 a Resolution report must be accomplished. The tests results of the 14 Resolution, the Resolution Technician’s results. 20 21 Note: The cost of the resolution testing, performed, of the testing can be found at the following URL. 25 26 http://www.dot.state.fl.us

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/p-and-d/allhistory/chap9/ch9(redline)(2007-12-14).pdf?sfvrsn=85063f96_0

6300000.FHWA

in 603-2.2materials that have been tested and listed as defined in the National Electrical Code (NEC, e s . P r o v i d e t h e E n g i neer with all test results. Replace or repair defective locate, , and installing, and testing the locate wire is included in the cost of the conduit. and Furnishing, the continuity test and the insulation resistance test. 630-4.3 Furnish: The Contract unit price per, the continuity test and the insulation resistance test. 630-5 Basis of Payment. Priceandpayment will be full

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/6300000-fhwa.pdf?sfvrsn=62307bc_4

LAP3440000origind

. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may sample and test the concrete, tickets, certifications, certified mill test reports). 34. A copy of the scale company or testing, garbage in incinerators. Table 344-1 Type or Class Test Method Exceptions Class C Fly Ash ASTM C, psi. 344-3.9.2: Category 2: No sampling and testing is required by the Engineer for category 2, for testing by the Engineer at 28 days to ensure that the design compressive strength has been met

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/review-package/lap3440000origind.pdf?sfvrsn=4dd426cf_2

7010400.origind

end and not more than 1 inch on either side of the existing line is visible. Conduct field tests in accordance with FM 5-541. Take test readings representative of the striping performance. Remove, . The Department reserves the right to test the markings within 3 days of receipt of the Contractor’s

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7010400.origind.pdf?sfvrsn=25c062fb_0

120-002

, the grade of the underdrain filter on the portion of a sample passing the No. 4 sieve. test results from a minimum of three randomly selected samples from each stratum. Perform tests in accordance, . Determine the average organic content from the percent, or an individual organic content test

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/idx/120-002.pdf?sfvrsn=1d433a3f_6
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