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[null,null,null,null,"MATERIAL NAME:"]
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[null,"Remarks:",null,null,null,null,null,null,{"$f":"NOW()","v":"2025-02-10T16:33:36.380"}]
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[null,"Sample Method:","Sampled By:",null,null,null,"Sampled Date:"]
[null,"TX407"]
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[47,{"$f":"IF('Tex-418-A'!$L$24=\"\",\"\",'Tex-418-A'!$L$24)","v":""},{"$f":"IF('Tex-418-A'!$B$6=\"\",\"\",'Tex-418-A'!$B$6)","v":"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens"},{"$f":"IF('Tex-418-A'!$K$24=\"\",\"\",'Tex-418-A'!$K$24)","v":"Mix Design :"}]
[48,{"$f":"IF('Tex-418-A'!$H$26=\"\",\"\",'Tex-418-A'!$H$26)","v":""},{"$f":"IF('Tex-418-A'!$B$6=\"\",\"\",'Tex-418-A'!$B$6)","v":"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens"},{"$f":"IF('Tex-418-A'!$G$26=\"\",\"\",'Tex-418-A'!$G$26)","v":"Grade of Aggregate (Nominal Size) :"}]
[49,{"$f":"IF('Tex-418-A'!D37=\"\",\"\",'Tex-418-A'!D37)","v":""},{"$f":"TestMethod","v":"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens"},{"$f":"'Tex-418-A'!D28","v":"Age (Days)"}]
[50,{"$f":"IF('Tex-418-A'!G35=\"\",\"\",'Tex-418-A'!G35)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$G$28","v":"Cylinder Number"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$35","v":"1"}]
[51,{"$f":"IF('Tex-418-A'!G36=\"\",\"\",'Tex-418-A'!G36)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$G$28","v":"Cylinder Number"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$36","v":"2"}]
[52,{"$f":"IF('Tex-418-A'!G37=\"\",\"\",'Tex-418-A'!G37)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$G$28","v":"Cylinder Number"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$37","v":"1"}]
[53,{"$f":"IF('Tex-418-A'!G38=\"\",\"\",'Tex-418-A'!G38)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$G$28","v":"Cylinder Number"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$38","v":"2"}]
[54,{"$f":"IF('Tex-418-A'!H35=\"\",\"\",'Tex-418-A'!H35)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$H$28","v":"Diameter of Cylinder (inches)"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$35","v":"1"}]
[55,{"$f":"IF('Tex-418-A'!H36=\"\",\"\",'Tex-418-A'!H36)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$H$28","v":"Diameter of Cylinder (inches)"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$36","v":"2"}]
[56,{"$f":"IF('Tex-418-A'!H37=\"\",\"\",'Tex-418-A'!H37)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$H$28","v":"Diameter of Cylinder (inches)"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$37","v":"1"}]
[57,{"$f":"IF('Tex-418-A'!H38=\"\",\"\",'Tex-418-A'!H38)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$H$28","v":"Diameter of Cylinder (inches)"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$38","v":"2"}]
[58,{"$f":"IF('Tex-418-A'!I35=\"\",\"\",'Tex-418-A'!I35)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$I$28","v":"Length of Cylinder (inches)"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$35","v":"1"}]
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[60,{"$f":"IF('Tex-418-A'!I37=\"\",\"\",'Tex-418-A'!I37)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$I$28","v":"Length of Cylinder (inches)"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$37","v":"1"}]
[61,{"$f":"IF('Tex-418-A'!I38=\"\",\"\",'Tex-418-A'!I38)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$I$28","v":"Length of Cylinder (inches)"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$38","v":"2"}]
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[64,{"$f":"IF('Tex-418-A'!J37=\"\",\"\",'Tex-418-A'!J37)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$J$28","v":"Length to Diameter Ratio"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$37","v":"1"}]
[65,{"$f":"IF('Tex-418-A'!J38=\"\",\"\",'Tex-418-A'!J38)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$J$28","v":"Length to Diameter Ratio"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$38","v":"2"}]
[66,{"$f":"IF('Tex-418-A'!K35=\"\",\"\",'Tex-418-A'!K35)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$K$28","v":"Max Load (lbf)"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$35","v":"1"}]
[67,{"$f":"IF('Tex-418-A'!K36=\"\",\"\",'Tex-418-A'!K36)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$K$28","v":"Max Load (lbf)"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$36","v":"2"}]
[68,{"$f":"IF('Tex-418-A'!K37=\"\",\"\",'Tex-418-A'!K37)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$K$28","v":"Max Load (lbf)"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$37","v":"1"}]
[69,{"$f":"IF('Tex-418-A'!K38=\"\",\"\",'Tex-418-A'!K38)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$K$28","v":"Max Load (lbf)"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$38","v":"2"}]
[70,{"$f":"IF('Tex-418-A'!L35=\"\",\"\",'Tex-418-A'!L35)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$L$28","v":"Failure Type"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$35","v":"1"}]
[71,{"$f":"IF('Tex-418-A'!L36=\"\",\"\",'Tex-418-A'!L36)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$L$28","v":"Failure Type"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$36","v":"2"}]
[72,{"$f":"IF('Tex-418-A'!L37=\"\",\"\",'Tex-418-A'!L37)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$L$28","v":"Failure Type"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$37","v":"1"}]
[73,{"$f":"IF('Tex-418-A'!L38=\"\",\"\",'Tex-418-A'!L38)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$L$28","v":"Failure Type"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$38","v":"2"}]
[74,{"$f":"IF('Tex-418-A'!M35=\"\",\"\",'Tex-418-A'!M35)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$M$28","v":"Correction Factor"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$35","v":"1"}]
[75,{"$f":"IF('Tex-418-A'!M36=\"\",\"\",'Tex-418-A'!M36)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$M$28","v":"Correction Factor"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$36","v":"2"}]
[76,{"$f":"IF('Tex-418-A'!M37=\"\",\"\",'Tex-418-A'!M37)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$M$28","v":"Correction Factor"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$37","v":"1"}]
[77,{"$f":"IF('Tex-418-A'!M38=\"\",\"\",'Tex-418-A'!M38)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$M$28","v":"Correction Factor"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$38","v":"2"}]
[78,{"$f":"IF('Tex-418-A'!N35=\"\",\"\",'Tex-418-A'!N35)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$N$28","v":"Compressive Strength\n(psi)"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$35","v":"1"}]
[79,{"$f":"IF('Tex-418-A'!N36=\"\",\"\",'Tex-418-A'!N36)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$N$28","v":"Compressive Strength\n(psi)"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"},{"$f":"'Tex-418-A'!$F$36","v":"2"}]
[80,{"$f":"IF('Tex-418-A'!N37=\"\",\"\",'Tex-418-A'!N37)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$N$28","v":"Compressive Strength\n(psi)"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$37","v":"1"}]
[81,{"$f":"IF('Tex-418-A'!N38=\"\",\"\",'Tex-418-A'!N38)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$N$28","v":"Compressive Strength\n(psi)"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"},{"$f":"'Tex-418-A'!$F$38","v":"2"}]
[82,{"$f":"IF('Tex-418-A'!O35=\"\",\"\",'Tex-418-A'!O35)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$O$28","v":"Compressive Strength (avg)\n(psi)"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"}]
[83,{"$f":"IF('Tex-418-A'!O37=\"\",\"\",'Tex-418-A'!O37)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$O$28","v":"Compressive Strength (avg)\n(psi)"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"}]
[84,{"$f":"IF('Tex-418-A'!P35=\"\",\"\",'Tex-418-A'!P35)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$P$28","v":"Meets Strength Requirement"},{"$f":"'Tex-418-A'!$D$35","v":56},{"$f":"'Tex-418-A'!$E$35","v":"Required"}]
[85,{"$f":"IF('Tex-418-A'!P37=\"\",\"\",'Tex-418-A'!P37)","v":""},"Tex-418-A, Compressive Strength of Cylindrical Concrete Specimens",{"$f":"'Tex-418-A'!$P$28","v":"Meets Strength Requirement"},{"$f":"'Tex-418-A'!$D$37","v":0},{"$f":"'Tex-418-A'!$E$37","v":"Not Required"}]
[86,{"$f":"IF('Tex-418-A'!$C$45=\"\",\"\",'Tex-418-A'!$C$45)","v":""},{"$f":"IF(\"Sampled By \"=\"\",\"\",\"Sampled By \")","v":"Sampled By "},{"$f":"IF('Tex-418-A'!$B$45=\"\",\"\",'Tex-418-A'!$B$45)","v":"TX407"}]
[87,{"$f":"IF('Tex-418-A'!$G$45=\"\",\"\",'Tex-418-A'!$G$45)","v":""},{"$f":"IF(\"Sampled Date \"=\"\",\"\",\"Sampled Date \")","v":"Sampled Date "},{"$f":"IF('Tex-418-A'!$B$45=\"\",\"\",'Tex-418-A'!$B$45)","v":"TX407"}]

{"sheet":"Revisions","index":2,"n_rows":18,"n_cols":4,"rows_kept":18,"cut":false,"hidden":true,"merged":[]}
["Date","Changes","By","Comments"]
["2005-05-24","Change Range Name TestPerson1 from ='Tex-418-A'!$E$45  to ='Tex-418-A'!$C$45","Joe Liu"," no pull down list for the testers."]
["2005-06-21","Change test method from Tx4Hard to Tx418","Joe Liu"]
["2006-06-12","Added comments in cells B22:O22.","Jennifer Moore"]
["2007-11-13","Modified/added verbage to comments in cells B22:O22","Jennifer Moore"]
["2008-08-25","Corrected formula in E32:33 to properly show when the test is required","Jennifer Moore"]
["2008-08-25","Corrected formula in P30:31 to properly if results meet strength requirements","Jennifer Moore"]
["2008-08-25","Added formula for to display * note when P30:31 has *","Jennifer Moore"]
["2008-08-25","Updated formula in P32:33 to only reflect 28-day tests","Jennifer Moore"]
["2009-08-12","- Updated L/D correction factors\n- Added grade of aggregate input (cell H28) and comment (cell J28)\n- Added cylinder size verifications (cells T33:37 and B37)\n- Added Type of Concrete and Mix Design cells (cell H26 and L26 respectively)\n- Added code to Sheet1 Macro to hide row \"Structural_Info\"","Jennifer Moore"]
["2009-09-22","- Added Class C(Non-Structural), Class C(HPC), Class F(HPC), Class H(HPC), Class S(HPC) , and Other to drop-down list\n- Added above listed classes to hidden table list","Jennifer Moore"]
["2016-01-06","added 2014 spec compressive strengths and classes to Class dropdown menu","R. Cano"]
["2016-01-06","removed \"circumference\" from dropdown menu in table","R. Cano"]
["2016-01-06","added 2014 structural concrete information in row 22. updated code to show/hide appropriate row","R. Cano"]
["2016-01-06","added conditional formatting to 7-day target strength cell to gray out when specyear=2014 and type of concrete=structural","R. Cano"]
["2016-01-06","moved compressive strength calculations to Tex-418-A sheet and edited formula to remove metric calculations","R. Cano"]
["2016-01-06","edited 28-day design strength formula to include 2004 and 2014 values from table in L to D Lookup","R. Cano"]
["2019-05-07","edited formula in cell P31 to generate message requiring target strength for non-structural concrete, includes version control (2)"]

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["Length to Diameter Ratio","Correction Factor",null,null,"English f'c","Metric f'c"]
[1,0.87,null,null,{"$f":"IF(ISERROR('Tex-418-A'!$M31*('Tex-418-A'!$K31/(PI()*(IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H31/PI())*2,'Tex-418-A'!$H31)^2/4)))),\"\",'Tex-418-A'!$M31*('Tex-418-A'!$K31/(PI()*(IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H31/PI())*2,'Tex-418-A'!$H31)^2/4))))","v":""},{"$f":"IF(ISERROR(0.000001*('Tex-418-A'!$M31*('Tex-418-A'!$K31/(PI()*((IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H31/PI())*2,'Tex-418-A'!$H31)/1000)^2/4))))),\"\",0.000001*('Tex-418-A'!$M31*('Tex-418-A'!$K31/(PI()*((IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H31/PI())*2,'Tex-418-A'!$H31)/1000)^2/4)))))","v":""}]
[1.01,0.87239999999999995,null,null,{"$f":"IF(ISERROR('Tex-418-A'!$M32*('Tex-418-A'!$K32/(PI()*(IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H32/PI())*2,'Tex-418-A'!$H32)^2/4)))),\"\",'Tex-418-A'!$M32*('Tex-418-A'!$K32/(PI()*(IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H32/PI())*2,'Tex-418-A'!$H32)^2/4))))","v":""},{"$f":"IF(ISERROR(0.000001*('Tex-418-A'!$M32*('Tex-418-A'!$K32/(PI()*((IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H32/PI())*2,'Tex-418-A'!$H32)/1000)^2/4))))),\"\",0.000001*('Tex-418-A'!$M32*('Tex-418-A'!$K32/(PI()*((IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H32/PI())*2,'Tex-418-A'!$H32)/1000)^2/4)))))","v":""}]
[1.02,0.87480000000000002,null,null,{"$f":"IF(ISERROR('Tex-418-A'!$M33*('Tex-418-A'!$K33/(PI()*(IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H33/PI())*2,'Tex-418-A'!$H33)^2/4)))),\"\",'Tex-418-A'!$M33*('Tex-418-A'!$K33/(PI()*(IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H33/PI())*2,'Tex-418-A'!$H33)^2/4))))","v":""},{"$f":"IF(ISERROR(0.000001*('Tex-418-A'!$M33*('Tex-418-A'!$K33/(PI()*((IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H33/PI())*2,'Tex-418-A'!$H33)/1000)^2/4))))),\"\",0.000001*('Tex-418-A'!$M33*('Tex-418-A'!$K33/(PI()*((IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H33/PI())*2,'Tex-418-A'!$H33)/1000)^2/4)))))","v":""}]
[1.03,0.87719999999999998,null,null,{"$f":"IF(ISERROR('Tex-418-A'!$M34*('Tex-418-A'!$K34/(PI()*(IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H34/PI())*2,'Tex-418-A'!$H34)^2/4)))),\"\",'Tex-418-A'!$M34*('Tex-418-A'!$K34/(PI()*(IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H34/PI())*2,'Tex-418-A'!$H34)^2/4))))","v":""},{"$f":"IF(ISERROR(0.000001*('Tex-418-A'!$M34*('Tex-418-A'!$K34/(PI()*((IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H34/PI())*2,'Tex-418-A'!$H34)/1000)^2/4))))),\"\",0.000001*('Tex-418-A'!$M34*('Tex-418-A'!$K34/(PI()*((IF(CircumDiameter1=\"circumference\",SQRT('Tex-418-A'!$H34/PI())*2,'Tex-418-A'!$H34)/1000)^2/4)))))","v":""}]
[1.04,0.87960000000000005]
[1.05,0.88200000000000001]
[1.06,0.88439999999999996]
[1.07,0.88680000000000003,null,"Concrete Class","Min. 28-Day Compressive Strength","Min. 28-Day Compressive Strength","Min. 28-Day Compressive Strength"]
[1.08,0.88919999999999999]
[1.0900000000000001,0.89159999999999995,null,null,2004,2014,2014]
[1.1000000000000001,0.89400000000000002,null,null,"(psi)","(psi)","(psi)",null,null,null,null,null,null,"Str_Info-","Make four (4) cylinders every 60 CY or per day. Two (2) of these four (4) cylinders are required to be tested at 7 days and \n• if the average value of the two cylinders tested at 7 days meets the minimum design strength listed in Item 421 Table 5, the two remaining cylinders are not required to be tested.\n• If the average value is below the 7-day target value as defined in 421.4.B, the remaining two (2) cylinders shall be tested at 28 days.\n• If the average value is above the 7-day target value, but below the minimum design strength, the remaining two (2) cylinders are required to be tested once every 180 CY. However, testing and recording all the 28 day strengths would be helpful to adjust the required strength overdesign."]
[1.1100000000000001,0.89639999999999997,null,"CLASS A",3000,3000,3000]
[1.1200000000000001,0.89880000000000004,null,"CLASS B",2000,2000,2000]
[1.1299999999999999,0.9012,null,"CLASS C",3600,3600,3600]
[1.1399999999999999,0.90359999999999996,null,"CLASS C(HPC)",3600,3600,3600,null,null,null,null,null,null,"Str_Info14-","Make a minimum four (4) cylinders every 60 CY or per day. Two (2) of these four (4) cylinders are required to be tested at 7 days and \n• if the average value of the two cylinders tested at 7 days meets the minimum design strength listed in Item 421 Table 8, the two remaining cylinders are not required to be tested.\n• If the average value is below the minimum design strength, the remaining two (2) cylinders shall be tested at 28 days or 56 days."]
[1.1499999999999999,0.90600000000000003,null,"CLASS C(Non-Structural)",3600,3600,3600]
[1.1599999999999999,0.90839999999999999,null,"CLASS C(SRC)","--",3600,3600,null,null,null,null,null,null,"NStr_Info 14","Make two (2) cylinders every 180 CY. Both cylinders are required to be tested at 7 days. The average value must meet or exceed the target value as defined in 2004 Spec Item 421.4.B or 2014 Spec Item 421.4.3."]
[1.17,0.91080000000000005,null,"CLASS CO",4600,4600,4600]
[1.18,0.91320000000000001,null,"CLASS D",1500,"--","--",null,null,null,null,null,null,"NStr_Info 24","Make two (2) cylinders every 180 CY. Both cylinders are required to be tested at 7 days. Acceptance is based on attaining the design strength or attaining the 7-day target value established in accordance with Tex-427-A."]
[1.19,0.91559999999999997,null,"CLASS DC",5500,"--","--"]
[1.2,0.91800000000000004,null,"CLASS E",3000,3000,3000,null,null,null,null,null,null,"Pav_Info 24","Make a minimum two (2) cylinders for each paving lot defined by Tex-435-A. Test two (2) cylinders at 7 days, 28 days, or both. Alternatively, concrete strength testing may be correlated to an age other than 7 days in accordance with Tex-427-A when approved."]
[1.21,0.9204,null,"CLASS F","Input at right","Input at right","Input at right"]
[1.22,0.92279999999999995,null,"CLASS F(HPC)","Input at right","Input at right","Input at right"]
[1.23,0.92520000000000002,null,"CLASS H","Input at right","Input at right","Input at right"]
[1.24,0.92759999999999998,null,"CLASS H(HPC)","Input at right","Input at right","Input at right"]
[1.25,0.93,null,"CLASS H(SRC)","--","Input at right","Input at right"]
[1.26,0.93120000000000003,null,"CLASS HES","Input at right","Input at right","Input at right"]
[1.27,0.93240000000000001,null,"CLASS K","Input at right","Input at right","Input at right"]
[1.28,0.93359999999999999,null,"CLASS LMC",4000,4000,4000]
[1.29,0.93479999999999996,null,"CLASS P","Input at right","Input at right",4000]
[1.3,0.93600000000000005,null,"CLASS S",4000,4000,4000]
[1.31,0.93720000000000003,null,"CLASS S(HPC)",4000,4000,4000]
[1.32,0.93840000000000001,null,"CLASS SS","Input at right","Input at right",3600]
[1.33,0.93959999999999999,null,"OTHER","Input at right","Input at right","Input at right"]
[1.34,0.94079999999999997]
[1.35,0.94199999999999995]
[1.36,0.94320000000000004]
[1.37,0.94440000000000002]
[1.38,0.9456]
[1.39,0.94679999999999997]
[1.4,0.94799999999999995]
[1.41,0.94920000000000004]
[1.42,0.95040000000000002]
[1.43,0.9516]
[1.44,0.95279999999999998]
[1.45,0.95399999999999996]
[1.46,0.95520000000000005]
[1.47,0.95640000000000003]
[1.48,0.95760000000000001]
[1.49,0.95879999999999999]
[1.5,0.96]
[1.51,0.96079999999999999]
[1.52,0.96160000000000001]
[1.53,0.96240000000000003]
[1.54,0.96319999999999995]
[1.55,0.96399999999999997]
[1.56,0.96479999999999999]
[1.57,0.96560000000000001]
[1.58,0.96640000000000004]
[1.59,0.96719999999999995]
[1.6,0.96799999999999997]
[1.61,0.96879999999999999]
[1.62,0.96960000000000002]
[1.63,0.97040000000000004]
[1.64,0.97119999999999995]
[1.65,0.97199999999999998]
[1.66,0.9728]
[1.67,0.97360000000000002]
[1.68,0.97440000000000004]
[1.69,0.97519999999999996]
[1.7,0.97599999999999998]
[1.71,0.9768]
[1.72,0.97760000000000002]
[1.73,0.97840000000000005]
[1.74,0.97919999999999996]
[1.75,0.98]
[1.76,1]
[1.77,1]
[1.78,1]
[1.79,1]
[1.8,1]
[1.81,1]
[1.82,1]
[1.83,1]
[1.84,1]
[1.85,1]
[1.86,1]
[1.87,1]
[1.88,1]
[1.89,1]
[1.9,1]
[1.91,1]
[1.92,1]
[1.93,1]
[1.94,1]
[1.95,1]
[1.96,1]
[1.97,1]
[1.98,1]
[1.99,1]
[2,1]
[2.0099999999999998,1]
[2.02,1]
[2.0299999999999998,1]
[2.04,1]
[2.0499999999999998,1]
[2.06,1]
[2.0699999999999998,1]
[2.08,1]
[2.09,1]
[2.1,1]