ML19322E938: Difference between revisions
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{{#Wiki_filter:-. _- . - - _ - ____- - -_- _ - _ _ _ _ - | {{#Wiki_filter:-. _- . - - _ - ____- - -_- _ - _ _ _ _ - | ||
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gy | gy | ||
.g | .g PIi iSBliRGH TESTirfd lib A ORY | ||
PIi iSBliRGH TESTirfd lib A ORY | |||
: 4. ,. 850 POPLAR STREET, PITTSBURGH. P A.15220 .. o. So , ... | : 4. ,. 850 POPLAR STREET, PITTSBURGH. P A.15220 .. o. So , ... | ||
M.# | M.# | ||
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.........................................m. | .........................................m. | ||
O CUENTS No. P.O.12210.50 AN F A CODE 412 TELEPMONE 922-4000 t.ABORATORY No. 80Q986 | O CUENTS No. P.O.12210.50 AN F A CODE 412 TELEPMONE 922-4000 t.ABORATORY No. 80Q986 REPORT PG-12606 04994 January 15, 1980 REPORT OF POTENTIAL ALKALI REACTIVITY ASTM C227 AND C-289 FOR GULF STATES UTILITIES COMPANY STONE AND WEBSTER ENGINEERING CORP. , AGENT [ | ||
REPORT PG-12606 04994 January 15, 1980 | |||
REPORT OF POTENTIAL ALKALI REACTIVITY ASTM C227 AND C-289 FOR GULF STATES UTILITIES COMPANY STONE AND WEBSTER ENGINEERING CORP. , AGENT [ | |||
P. O. BOX 217 i ST. FRANCISVILLE, LA. 70775 h | P. O. BOX 217 i ST. FRANCISVILLE, LA. 70775 h | ||
;l | ;l | ||
| Line 64: | Line 46: | ||
+0.01 2 Month i | +0.01 2 Month i | ||
+0.01 3 Month +0.02 i | +0.01 3 Month +0.02 i | ||
4 Month . | 4 Month . | ||
Due 2/11/80 6 Month [. | Due 2/11/80 6 Month [. | ||
t t | t t | ||
Mixing water as percent Cement : 24.6 | Mixing water as percent Cement : 24.6 I, | ||
I, | |||
C-289 Results (a) ..". | C-289 Results (a) ..". | ||
t | t Reduction in Alkalinity, Rc(mm/1) 233.71 l Dissolved Silica, Sc (mm/1) 566.67 a (c) According to Appendix X1.1.2 or ASTM C-33 the above does appear > | ||
Reduction in Alkalinity, Rc(mm/1) 233.71 l Dissolved Silica, Sc (mm/1) 566.67 a (c) According to Appendix X1.1.2 or ASTM C-33 the above does appear > | |||
to be potentially reactive - Verbal results to site 10-17-79. | to be potentially reactive - Verbal results to site 10-17-79. | ||
I 1 j l & | I 1 j l & | ||
l "Y181%0 i 8004040 3{hEi!CC. ST0f4ER ilG C 2 3 & WEDSTE | l "Y181%0 i 8004040 3{hEi!CC. ST0f4ER ilG C 2 3 & WEDSTE | ||
.!AU0:1 ulu1&'J}} | .!AU0:1 ulu1&'J}} | ||
Latest revision as of 02:43, 1 February 2020
| ML19322E938 | |
| Person / Time | |
|---|---|
| Site: | River Bend  |
| Issue date: | 01/15/1980 |
| From: | PROFESSIONAL SERVICE INDUSTRIES, INC. (FORMERLY PTL-I |
| To: | |
| Shared Package | |
| ML19322E926 | List: |
| References | |
| 800986-01, 800986-1, NUDOCS 8004040356 | |
| Download: ML19322E938 (1) | |
Text
-. _- . - - _ - ____- - -_- _ - _ _ _ _ -
l - *-
, Lf;{ O, *? .'-r 2 P ? .
A s a - .
i O A w
- / .
U, V ) . . . . . . . . . , . . , .
gy
.g PIi iSBliRGH TESTirfd lib A ORY
- 4. ,. 850 POPLAR STREET, PITTSBURGH. P A.15220 .. o. So , ...
M.#
.. . o , .< ....u... ,o ,,..... . . . .<,,... . ...<.... . ....... "'""uar- ^ '$2=
T.h?h*e '"' '"
","N,". . '"/,.*?.~.','L'Z'1;.!* *i.'." '! .*l .'.';'.'."c','. t."J. '."'".*.'.'!: 'O
.........................................m.
O CUENTS No. P.O.12210.50 AN F A CODE 412 TELEPMONE 922-4000 t.ABORATORY No. 80Q986 REPORT PG-12606 04994 January 15, 1980 REPORT OF POTENTIAL ALKALI REACTIVITY ASTM C227 AND C-289 FOR GULF STATES UTILITIES COMPANY STONE AND WEBSTER ENGINEERING CORP. , AGENT [
P. O. BOX 217 i ST. FRANCISVILLE, LA. 70775 h
- l
_ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . y i.
PROJECT : RIVERBEND Material i
- No. 57 Coarse Aggregate I Cement : Job Cement, F.
F Laboratory No.800984 Na 2 0 : 0.16 ,
K0 2 : 0.56 [
Total Alkalies 0 Na20 : 0.53 j
t.
C-227 Average Length Change Percent 14 Day +0.01 !
1 Mor.th '
+0.01 2 Month i
+0.01 3 Month +0.02 i
4 Month .
Due 2/11/80 6 Month [.
t t
Mixing water as percent Cement : 24.6 I,
C-289 Results (a) ..".
t Reduction in Alkalinity, Rc(mm/1) 233.71 l Dissolved Silica, Sc (mm/1) 566.67 a (c) According to Appendix X1.1.2 or ASTM C-33 the above does appear >
to be potentially reactive - Verbal results to site 10-17-79.
I 1 j l &
l "Y181%0 i 8004040 3{hEi!CC. ST0f4ER ilG C 2 3 & WEDSTE
.!AU0:1 ulu1&'J