ML20126A208
| ML20126A208 | |
| Person / Time | |
|---|---|
| Site: | Wolf Creek |
| Issue date: | 07/02/1979 |
| From: | ARMY, DEPT. OF, CORPS OF ENGINEERS |
| To: | |
| Shared Package | |
| ML20126A095 | List: |
| References | |
| NUDOCS 8002140495 | |
| Download: ML20126A208 (7) | |
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The design s rength at 90-davs age of the concrete in the base rat 6
j portica cf the L' elf Creek Flan is.5000 psi.
L'nen i: becare apparen: : hat E-s_... e c. _s.. ' c.. vc s s. c. u e >. o d =_ e. * *.. e
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part of 197 9 and issued several re: orts.
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- Age, Strength, Ko.
No, days psi
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17 6794 25 4860
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18 6771 28 5410 sa
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35 6557 90 41SO 4
36 6563 90 4620 37 6557 90 4670 E.-I.
35 6672 90 5230 39 6713 90 4630 40 6737 90 4520 41 6714
.90 4370 27 June 1979 f rag ents cf f our ircken 90-day cylinders In additien, c vere receivai a: '25 f or exa ina:ict.
These cylinder fragnents are ide :ified heler:
No. of Correspondin;;
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Cyli.ed e r C npr essive Strength
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r 654E 3270 6
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6557 4180 35 g.
6659 5390 12 6767 5S50 8
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,Dr. D. E. Campbell of the C :strue ien Technology Laboratories of the, 2 _Es s_.
FCA is the petrographer who made the pe:rographic exa.mination at the PCA.%
Ee spe : 19 June and part of 20 June 1979 at 1.'IS as an official cbserver gl and te dis:.ss his :hin see: ions.
Part of this time was used to verify that
.=_-h there.as acc:rd c: recognition of the varicus phases one vould encount er 5:1 1:.hin se::1::.s of cencrete.
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11.
The appearance of the concrete in the f:ag=ents of the f our cylinders j
(6 5 !. 6, 6f 57, 6659, 6767) was s'-'lar.
The paste was gray vi:h a slight
_=.__-
1 olf e:-i:> vitrecus luster rather than chalkv, or dull, which is often E_E-i e
indicative of concrete in coor condition.'
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=
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12.
There was to evidence cf abno cal f eatures such as detricental i
alkali-silica c: alkali-carbonate rock reaction in the concrete fragnants.
.Ei..
P.icrescopic a :ents of white, r. orcellanous gel-like caterial vere observed E
in one v:id in cylinder 6546* in two voids in cylinder 6557, and in two r
voids ': c linder 6539.
Tcis caterial was so stall that it usually was no:
,=
de:.e: table by the untided eye.
Examination of sore of this caterial f ro=
n cylinders 65'6 and 6559 in pouder d ersion :oun:s with a polarizing 21erescope shoved it to be largely amorphous with a ref ractive index belov fl l.544 Th's ca trial is alkali-silica gel.
I:s presence indicates that h-c.
c-r.. _, 4. - s 4, < c c.
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00 11 s re :th :o:::ete.
The likelihood of de::icental alkali-silica e. a...a- '..'
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- n. e,el 4.r i'o l e u
i d
sic:e ~.cv-alhali per-land ce en vas used in this ccacrete.*
This level 4..
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Ne::her the s::othed ne: -he acid-e:ched surf aces of concrete f rc:
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c.e.s
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sa,.,e.
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E 14.
T'.in s e::ic a a::2 r.ina t icn s.
The exanination ef the 5 pairs of l
thin sec:ic.s represen:ing low-a.3 nor:al-s::ength concrete did no:
reveal signifi:at: dif f ere.:es nor did :he examination of the other 31
. < _ s ; 4.e.,. n.
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15.
The ty;ical thin sec:icn indicated a dense, well consolidated concrete
[.
- ade v-ith a :anona:e cearse ag;:egate, a natural sand, and portland cement.
E i
No ainix.ures such as fly ash were recognized.
The paste was a cix:ure of v.. ; a. o.. < > e, a > u n..,y c a e 3 c e e...
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s..<..
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acate hyc. r...
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,n a: s ee ed c be appropr, ate.,: arount.
2 ne calcium s:.,.
r a t e :.s not specifically recognizable by examination of thin sections of contrate r
althou4-h its prese:::e is readily inferred.
The comparative exami. nations E...
e-did no: sugses: different amounts of cement or of water between the r
i di.'fere.: sz.les.
Se e of the thin sections vere carbonated, or small
[
areas were tissing, or the ep:xy resin was con:acinated with c:all crystals 5.,
- hat crystallized f:c: the resin.
These def ects are concen, are no 1
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FOA. Constructica Technology Laboratories petrographic report dated
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27 Feb ta y 1979, proj ect CT-0407.
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1521 C 655-77, " Standard Rece r. ended Prac: ice for Petrographic D
Ir: ' a:icn cf ?.ardened Cone:e e," Kc e to Table 2, Part 14.
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