ML19322E952: Difference between revisions
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. w[ , PITTSBURGH TESTING LABORATORY | . w[ , PITTSBURGH TESTING LABORATORY | ||
.. 850 POPLAR STREET, PITTSBURGH PA.15220 ' | .. 850 POPLAR STREET, PITTSBURGH PA.15220 ' | ||
: c. o. so . . 0 | : c. o. so . . 0 | ||
"'" *>"'" "a "" | "'" *>"'" "a "" | ||
..u .... .u ....... | ..u .... .u ....... | ||
T.,%.- = ::::=.: .::==:::.==:::.==. ::: ::== | T.,%.- = ::::=.: .::==:::.==:::.==. ::: ::== | ||
O ........................................<. | O ........................................<. | ||
ARE A CODE 4 82 TELE,MONE 922-4000 LABOR ATORY No. 800986 | ARE A CODE 4 82 TELE,MONE 922-4000 LABOR ATORY No. 800986 cWCtWS No. P.O.12210.50 REPORT PG-12606 04994 February 12, 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 ST. FRANCISVILLE, LA. 70775 PROJECT : RIVERBEND , | |||
cWCtWS No. P.O.12210.50 REPORT PG-12606 04994 February 12, 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 ST. FRANCISVILLE, LA. 70775 | |||
PROJECT : RIVERBEND , | |||
Material : No. 57 Coarse Aggregate l l | Material : No. 57 Coarse Aggregate l l | ||
Cement : Job Cement, Laboratory No.800984 Na20 : 0.16 | Cement : Job Cement, Laboratory No.800984 Na20 : 0.16 | ||
: K0 : 0.56 2 | : K0 : 0.56 2 | ||
Total Alkalles @ Na20 : 0.53 C-227 Average Length Change Percent 14 Day +0.01 1 Month +0.01 2 Month +0.01 3 Month +0.02 | Total Alkalles @ Na20 : 0.53 C-227 Average Length Change Percent 14 Day +0.01 1 Month +0.01 2 Month +0.01 3 Month +0.02 | ||
'4' Month ... ~ .. - | '4' Month ... ~ .. - | ||
+0,01 W A nth ~ | +0,01 W A nth ~ | ||
~ | ~ | ||
.?6 Month Due 3/10/80 | .?6 Month Due 3/10/80 Mixing water as percent Cement : 24.6 C-289 Results (a) | ||
Mixing water as percent Cement : 24.6 C-289 Results (a) | |||
Reduction in Alkalinity, Rc(mm/1) 233.71 Dissolved Silica, Sc(mm/1) 566.67 | Reduction in Alkalinity, Rc(mm/1) 233.71 Dissolved Silica, Sc(mm/1) 566.67 | ||
~ | ~ | ||
(a) 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. | (a) 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 | I | ||
. 3 o ! | . 3 o ! | ||
FEB 15158 | FEB 15158 STONE & WEBSTER i | ||
STONE & WEBSTER i | |||
:; 80040403 72- ENGINEERING CORPORATION 12210/12330 1 | :; 80040403 72- ENGINEERING CORPORATION 12210/12330 1 | ||
. ___ _ _ _ _ _ . _ _ _ ._ J}} | . ___ _ _ _ _ _ . _ _ _ ._ J}} | ||
Revision as of 03:43, 1 February 2020
| ML19322E952 | |
| Person / Time | |
|---|---|
| Site: | River Bend  |
| Issue date: | 02/12/1980 |
| From: | PROFESSIONAL SERVICE INDUSTRIES, INC. (FORMERLY PTL-I |
| To: | |
| Shared Package | |
| ML19322E951 | List: |
| References | |
| 800986-03, 800986-3, NUDOCS 8004040372 | |
| Download: ML19322E952 (1) | |
Text
1
..; .............
~
. w[ , PITTSBURGH TESTING LABORATORY
.. 850 POPLAR STREET, PITTSBURGH PA.15220 '
- c. o. so . . 0
"'" *>"'" "a ""
..u .... .u .......
T.,%.- = ::::=.: .::==:::.==:::.==. ::: ::==
O ........................................<.
ARE A CODE 4 82 TELE,MONE 922-4000 LABOR ATORY No. 800986 cWCtWS No. P.O.12210.50 REPORT PG-12606 04994 February 12, 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 ST. FRANCISVILLE, LA. 70775 PROJECT : RIVERBEND ,
Material : No. 57 Coarse Aggregate l l
Cement : Job Cement, Laboratory No.800984 Na20 : 0.16
- K0 : 0.56 2
Total Alkalles @ Na20 : 0.53 C-227 Average Length Change Percent 14 Day +0.01 1 Month +0.01 2 Month +0.01 3 Month +0.02
'4' Month ... ~ .. -
+0,01 W A nth ~
~
.?6 Month Due 3/10/80 Mixing water as percent Cement : 24.6 C-289 Results (a)
Reduction in Alkalinity, Rc(mm/1) 233.71 Dissolved Silica, Sc(mm/1) 566.67
~
(a) 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
. 3 o !
FEB 15158 STONE & WEBSTER i
- 80040403 72- ENGINEERING CORPORATION 12210/12330 1
. ___ _ _ _ _ _ . _ _ _ ._ J