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<title>Memorandum from C. R. Bramer to Clifford K.  Beck</title>
<title>[a machine-readable transcription]</title>
<author>Bramer, C. R.</author>
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<p>Available from: NC State University Archives</p>
<p>Publicly-accessible</p>
<p n="public">URL: http://www.lib.ncsu.edu/archives/etext/engineering/reactor/murray/</p>
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<date>2000</date>
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<p>Nuclear Reactor Digitization Project</p>
<p>Raymond L. Murray Reactor Project Notebook</p>
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<title>Memorandum from C. R. Bramer to Clifford K.  Beck</title>
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</editionStmt> <extent>4 pp.</extent>
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<idno>Manuscript copy consulted: NCSU Libraries call number UA105.16</idno>
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<text id="MurNBconcretefinal070051T">

<front><div1 type="summary" n="1">
<head><hi rend="bold"><hi rend="center">Memorandum from C. R. Bramer to Clifford K.  Beck</hi><lb/>
<bibl><abbr>Typescript</abbr><lb/> <extent>4 pp.</extent> <lb/><date value="1951-07-xx">July, 1951</date><lb/> <idno rend="suppress">MurNBconcretefinal070051</idno></bibl></hi></head>
<p>

</p>
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</front>

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<div1 type="memorandum" n="1">
<head>OFFICIAL USE ONLY</head>

<opener>TO: <name type="person">Clifford K. Beck</name><lb/>
FROM: <name type="person">C. R. Bramer</name><lb/>
SUBJECT:  Final Report on Concrete Tests
</opener>
<p><table rend="border">
<row>
<cell><hi rend="center">Series<lb/>&amp;<lb/>Density</hi></cell><cell><hi rend="center">Date<lb/>Poured</hi></cell><cell><hi rend="center">Mix</hi></cell><cell><hi rend="center"><orig reg="Workability">Work-<lb/>ability</orig></hi></cell><cell>Appear.<lb/>Cast<lb/>Cylinder</cell><cell><hi rend="center">Slump</hi></cell><cell>Compressive<lb/>Strength and<lb/>Setting</cell><cell><hi rend="center">Comments</hi></cell></row>
<row><cell>A 1/4</cell><cell>June 19<lb/>3:15 P.M.</cell><cell>13.27&#x0023; 3/8 Bar. <lb/>220.26# 3/4 Bars<lb/>(Tenn.) <lb/>23.53&#x0023; Col. <lb/>48.82&#x0023;Type III<lb/>Cement<lb/>21.50&#x0023; Water</cell><cell>Poor</cell><cell>Excellent but<lb/>had to be<lb/>rodded <orig reg="excessively">excess-<lb/>ively</orig>.</cell><cell>1/4"</cell><cell>2,820 psi<lb/>Hard set at about<lb/>15 hrs.</cell><cell>Machine mixes all<lb/>aggregates &amp; cement<lb/>dry mixed and then<lb/>all water added and<lb/>mixed for 2 minutes.</cell>
</row>
<row>
<cell>A 1</cell><cell>June 19<lb/>3:30 P.M.</cell><cell>Mix as above except<lb/><hi rend="underline">extra</hi> water was added<lb/>to the remaining<lb/>portion of A 1/4. <lb/></cell><cell>Fair</cell><cell>Excellent<lb/>some excess<lb/>rodding <orig reg="required">requir-<lb/>ed</orig>.</cell><cell>1"</cell><cell>2,660 psi<lb/>Initial set about<lb/>24 hrs. Hard set<lb/>48 hrs.</cell><cell>&#x00A0;</cell></row>
<row>
<cell>&#x00A0;</cell><cell>&#x00A0;</cell><cell cols='5'>On above mix the 3/8" Barytes was screened to remove material<lb/>finer than 16 mesh.
</cell><cell>&#x00A0;</cell>
</row>
<row>
<cell>B</cell><cell>June 21<lb/>3:00 P.M.</cell><cell>2.65&#x0023; 3/8 Bar. <lb/>44.05&#x0023; 3/4 Bar. <lb/>(Tenn.) <lb/>4.70&#x0023; Col. <lb/>9.80&#x0023; Type II Cement<lb/>3.64&#x0023; Water<lb/>(Material finer than<lb/>16 mesh in 3/8 Barytes<lb/>was removed)</cell><cell>Very<lb/>Poor</cell><cell>Fair<lb/>Required <orig reg="extreme">ex-<lb/>treme</orig> rodding.</cell><cell>Too<lb/>stiff<lb/>for<lb/>slup<lb/>test.</cell><cell>After 8 days in<lb/>damp room was still<lb/>soft. Removed to<lb/>lab., allowed to<lb/>dry out. <hi rend="underline">Appeared</hi><lb/>to set and harden. <lb/>Disintegrated <orig reg="completely">com-<lb/>pletely</orig> when <orig reg="dropped">drop-<lb/>ped</orig> in trash can.</cell><cell>Col. &amp; cement &amp; <lb/>water hand mixed. <lb/>Then Bar. added<lb/>and hand mixed<lb/>again.</cell>
</row>
<row>
<cell>C</cell><cell>June 21<lb/>3:45 P.M.</cell><cell>10.65&#x0023; 3/8" <hi rend="underline">as is</hi><lb/>36.05&#x0023; 3/4 Tenn. Bar. <lb/>4.70&#x0023; Col. <lb/>9.80&#x0023; Type II Cement<lb/>4.14&#x0023; Water</cell><cell>Poor</cell><cell>Good Required<lb/>excess rodding</cell><cell>Too<lb/>stiff<lb/>for<lb/>slump<lb/>test.</cell><cell>As above for B.</cell><cell>As above for B.</cell>
</row>
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<row>
<cell><hi rend="center">Series<lb/>&amp;<lb/>Density</hi></cell><cell><hi rend="center">Date<lb/>Poured</hi></cell><cell><hi rend="center">Mix</hi></cell><cell><hi rend="center"><orig reg="Workability">Work-<lb/>ability</orig></hi></cell><cell>Appear.<lb/>Cast<lb/>Cylinder</cell><cell><hi rend="center">Slump</hi></cell><cell>Compressive<lb/>Strength and<lb/>Setting</cell><cell><hi rend="center">Comments</hi></cell></row>
<row>
<cell>D</cell><cell>June 22<lb/>1:05 P.M.</cell><cell>46.70&#x0023; Bar. <hi rend="underline">Ga</hi>.<lb/>4.70&#x0023; Col. <lb/>9.80&#x0023; Type III cement<lb/>Penn Dixie<lb/>4.00&#x0023; Water</cell><cell>Fair to<lb/>Poor</cell><cell>Excellent<lb/>Required excess<lb/>rodding</cell><cell>Too<lb/>stiff</cell><cell>5,000 psi<lb/>Hard set in less<lb/>than 15 hrs.</cell><cell>Mixed Bar. &amp; cement<lb/>&amp; 3.64&#x0023; water by<lb/>hand. Set in damp<lb/>room 40 minutes.<lb/>Removed, added and<lb/>mixed col. Added .36&#x0023;<lb/>more water and mixed<lb/>again.</cell>
</row>
<row>
<cell>E<lb/>41.5&#x0023;<lb/>218&#x0023;/cu.ft.</cell><cell>July 9<lb/>4:45 P.M.</cell><cell>46.70&#x0023; Bar. <hi rend="underline">Ga</hi>.<lb/>4.70&#x0023; Col.<lb/>9.80&#x0023; Type III P.D.<lb/>4.00&#x0023; Water<lb/>.1 fluid oz. Darex</cell><cell>Fair<lb/>Mix seemed<lb/>more <orig reg="uniform">uni-<lb/>form</orig> but<lb/>was sticky<lb/>and had<lb/>oily <orig reg="apperance">ap-<lb/>perance</orig>.</cell><cell>Fair, some<lb/>honeycombe<lb/>needed. Excess<lb/>rodding</cell><cell>Too<lb/>stiff.</cell><cell>3,950 psi<lb/>Not set 10 A.M.<lb/>July 10. Taking<lb/>initial set 5 P.M.<lb/>July 10. Hard set<lb/>3 P.M. July 11.</cell><cell>Hand mixed all<lb/>materials except<lb/>col. This was added<lb/>about 5 min. later<lb/>and then whole <orig reg="remixed">re-<lb/>mixed</orig>.</cell>
</row>
<row>
<cell>F<lb/>41.62&#x0023;<lb/>219&#x0023; cu.ft.</cell><cell>July 9<lb/>5:40 P.M.</cell><cell>46.70&#x0023; Bar. <hi rend="underline">Ga</hi>.<lb/>4.70&#x0023; Col.<lb/>9.80&#x0023; Type III P.D.<lb/>4.40&#x0023; water<lb/>.1 fluid oz. Darex</cell><cell>Good<lb/>Uniform<lb/>mix, but<lb/>sticky<lb/>and still<lb/>oily in<lb/>appear.</cell><cell>Good to<lb/>excellent</cell><cell>Slump<lb/>not<lb/>run,<lb/>but<lb/>would<lb/>have<lb/>been<lb/>about<lb/>1".</cell><cell>4,130 psi<lb/>Setting comments<lb/>same as E.</cell><cell>Mixing same as E.</cell>
</row>
<row>
<cell>G<lb/>40.82&#x0023;<lb/>215&#x0023; cu.ft.</cell><cell>July 10<lb/>11:55 A.M.<lb/>poured</cell><cell>46.70&#x0023; Bar. Ga.<lb/>4.70&#x0023; Col.<lb/>9.80&#x0023; Type III P.D.<lb/>4.6&#x0023; Water</cell><cell>Good to<lb/>fair.</cell><cell>Good to <orig reg="excellent">excel-<lb/>lent</orig>, but <orig reg="required">re-<lb/>quired</orig> excess<lb/>rodding</cell><cell>1/4"</cell><cell>5,380 psi<lb/>Hard set at<lb/>3:00 P.M. July 11.</cell><cell>Hand mixed everything<lb/>without the col. Put<lb/>in humidity room for<lb/>5 min. Removed, added<lb/>colemanite, remixed<lb/>and poured</cell>
</row>

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<row>
<cell><hi rend="center">Series<lb/>&amp;<lb/>Density</hi></cell><cell><hi rend="center">Date<lb/>Poured</hi></cell><cell><hi rend="center">Mix</hi></cell><cell><hi rend="center"><orig reg="Workability">Work-<lb/>ability</orig></hi></cell><cell>Appear.<lb/>Cast<lb/>Cylinder</cell><cell><hi rend="center">Slump</hi></cell><cell>Compressive<lb/>Strength and<lb/>Setting</cell><cell><hi rend="center">Comments</hi></cell></row>
<row>
<cell>H</cell><cell>July 10<lb/>11:45 A.M.</cell><cell>46.70&#x0023; Bar. Ga.<lb/>4.70&#x0023; Col.<lb/>9.80&#x0023; Type III P.D.<lb/>4.00&#x0023; water<lb/>.20&#x0023; Puzzolith</cell><cell>Best<lb/><orig reg="workability">workabili-<lb/>ty</orig> so far.</cell><cell>Poor, Bad<lb/>Honeycombe.<lb/>Cast cyl. <orig reg="Mottled">Mott-<lb/>led</orig> in appear.<lb/>Seemed to have<lb/>been chem. <orig reg="Reaction">Re-<lb/>action</orig> between<lb/>Bar. And Puzz.</cell><cell>Not<lb/>run.</cell><cell>Not tested because<lb/>of honeycombe.<lb/>Not hard set at<lb/>3:00 P.M. July 11.<lb/>Was hard set at<lb/>10:00 P.M. July 12.</cell><cell>Hand mixed all<lb/>ingredients except<lb/>col. Added this<lb/>and remixed.</cell>
</row>
<row>
<cell>J<lb/>40.96&#x0023;<lb/>216&#x0023;/cu.ft.</cell><cell>July 10<lb/>4:30 P.M.</cell><cell>46.70&#x0023; Bar. <hi rend="underline">Ga</hi>.<lb/>4.70&#x0023; Col.<lb/>9.80&#x0023; Type III P.D.<lb/>4.50&#x0023; water<lb/>.05&#x0023; Puzzolith.</cell><cell>Best<lb/><orig reg="workability">work-<lb/>ability</orig><lb/>thus far.</cell><cell>Good, some<lb/>honeycombe.<lb/><hi rend="underline">Normal</hi> rodding.<lb/>Inferior to K.</cell><cell>Not<lb/>run.</cell><cell>5,020 psi.<lb/>Hard set 3:00 P.M.<lb/>July 11.</cell><cell>Hand mixed Bar.,<lb/>cement, and 4.20&#x0023;<lb/>water. Put in humid<lb/>room for 45 minutes.<lb/>Removed, mixed in col.,<lb/>added .30&#x0023; water<lb/>mixed.</cell>
</row>
<row>
<cell>K<lb/>40.72&#x0023;<lb/>214&#x0023;<lb/>cu.ft.</cell><cell>July 10<lb/>5:00 P.M.</cell><cell>46.70&#x0023; Bar. Ga.<lb/>4.70&#x0023; Col.<lb/>9.80&#x0023; Type III P.D.<lb/>4.50&#x0023; water<lb/>5 cc Darex</cell><cell>Excellent<lb/>but not<lb/>as good<lb/>as J.<lb/>Mix still<lb/>seemed<lb/>oily and<lb/>sticky.</cell><cell>Excellent.<lb/>Better than J.<lb/>Normal Rodding.</cell><cell>Not<lb/>run.</cell><cell>4,820 psi<lb/>Hard set 3:00 p.m.<lb/>July 11</cell><cell>Hand mixed Bar. &amp;<lb/>cement &amp; 4.20&#x0023; water.<lb/>Set in humid room<lb/>45 min. Removed,<lb/>mixed in colemanite,<lb/>added .30&#x0023; water,<lb/>mixed.</cell>
</row>
<row>
<cell>L<lb/>40.50&#x0023;<lb/>213&#x0023; cu.<lb/>ft.</cell><cell>July 12<lb/>12:50 P.M.</cell><cell>93.40&#x0023; Bar. <hi rend="underline">Ga</hi>.<lb/>9.40&#x0023; Col.<lb/>19.60&#x0023; Type III P.D.<lb/>9.60&#x0023; Water</cell><cell>Excellent<lb/>Best of all.</cell><cell>Excellent<lb/>smooth appear.</cell><cell>2 1/2"</cell><cell>4,750, Hard set at<lb/>4:00 P.M. July 13.<lb/>Shrinkage of test<lb/>cyl. appeared<lb/>about same as<lb/>normal concrete.</cell><cell>Machine mixed. Bar.<lb/>&amp; cement &amp; 8.80&#x0023;<lb/>water. Held in mixer<lb/>for 40 min. added col.<lb/>and mixed. Added<lb/>.80&#x0023; water and mixed<lb/>again.</cell>
</row>
<row>
<cell>&#x00A0;</cell><cell>&#x00A0;</cell><cell cols='3'>This is the recommended mix for the Reactor<lb/>Concrete. C.R.B.</cell><cell>&#x00A0;</cell><cell>&#x00A0;</cell><cell>&#x00A0;</cell>
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<row>
<cell><hi rend="center">Series<lb/>&amp;<lb/>Density</hi></cell><cell><hi rend="center">Date<lb/>Poured</hi></cell><cell><hi rend="center">Mix</hi></cell><cell><hi rend="center"><orig reg="Workability">Work-<lb/>ability</orig></hi></cell><cell>Appear.<lb/>Cast<lb/>Cylinder</cell><cell><hi rend="center">Slump</hi></cell><cell>Compressive<lb/>Strength and<lb/>Setting</cell><cell><hi rend="center">Comments</hi></cell></row>
<row>
<cell>N<lb/>28.75&#x0023;<lb/>150.5&#x0023;<lb/>cu.ft.</cell><cell>July 12</cell><cell>30&#x0023; gravel<lb/>20&#x0023; sand<lb/>7&#x0023; Type III P.D.<lb/>6&#x0023; Water</cell><cell>Too wet</cell><cell>Excellent</cell><cell>Excess<lb/>slup</cell><cell>Not run</cell><cell>Hand mixed.</cell>
</row>
<row>
<cell>&#x00A0;</cell><cell>&#x00A0;</cell><cell cols='4'><hi rend="center">Plain concrete cyl. for comparison only.</hi></cell><cell>&#x00A0;</cell><cell>&#x00A0;</cell>
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