ML19322E946: Difference between revisions
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{{#Wiki_filter:a - - | {{#Wiki_filter:a - - | ||
P, O , 3 - | P, O , 3 - | ||
4-- - , | 4-- - , | ||
Pn SBURG T TIND LA R ORY | Pn SBURG T TIND LA R ORY | ||
<*'**''*"'''**' ,ts ase acets o 850 POPLAR STREET, PITTSBURGH, PA.15220 f. | <*'**''*"'''**' ,ts ase acets o 850 POPLAR STREET, PITTSBURGH, PA.15220 f. | ||
,) c. o. no n i.4 | ,) c. o. no n i.4 | ||
| Line 29: | Line 27: | ||
* 3" | * 3" | ||
's | 's | ||
_. | _. | ||
* e'N Uts'c'a$.ow"o.,'."s.*r a*,c"[r.'av'".'c*o'ac'[u *eods'a"o*eoa.'so"'"ac's'a=Oi | * e'N Uts'c'a$.ow"o.,'."s.*r a*,c"[r.'av'".'c*o'ac'[u *eods'a"o*eoa.'so"'"ac's'a=Oi | ||
| Line 39: | Line 36: | ||
* 5. | * 5. | ||
ARE A CODE 4 82 TELEPHONE. 122 4000 y. | ARE A CODE 4 82 TELEPHONE. 122 4000 y. | ||
CUENT'S No. P.O.12210.50 REPORT | CUENT'S No. P.O.12210.50 REPORT PG-12606 i t | ||
04994 January 23, 1980 | 04994 January 23, 1980 | ||
} | } | ||
REPORT OF POTENTIAL ALKALI y REACTIVITY ASTM C227 : | REPORT OF POTENTIAL ALKALI y REACTIVITY ASTM C227 : | ||
FOR F GULF STATES UTILITIES COMPANY 'f STONE AND WEBSTER ENGINEERING CORP. , AGENT [ | FOR F GULF STATES UTILITIES COMPANY 'f STONE AND WEBSTER ENGINEERING CORP. , AGENT [ | ||
| Line 51: | Line 44: | ||
i. | i. | ||
e . | e . | ||
~ | ~ | ||
PROJECT : RIVERBEND } | PROJECT : RIVERBEND } | ||
| Line 59: | Line 50: | ||
Na90 : 0.38 [ | Na90 : 0.38 [ | ||
KD2 : 0.77 ;; | KD2 : 0.77 ;; | ||
Total Alkalies G Na20 : 0.89 i Average Length Change Percent 14 D.ay , | Total Alkalies G Na20 : 0.89 i Average Length Change Percent 14 D.ay , | ||
+0.01 ; | +0.01 ; | ||
| Line 66: | Line 56: | ||
Mixing water as percent Cement : 19.3 ; | Mixing water as percent Cement : 19.3 ; | ||
.,gr. . | .,gr. . | ||
s. | s. | ||
y p O. ' | y p O. ' | ||
| Line 72: | Line 61: | ||
~ | ~ | ||
ST 0til \ W o.E g y.0 " | ST 0til \ W o.E g y.0 " | ||
! ie4GiMEERIUO | ! ie4GiMEERIUO l | ||
l | |||
122101 - | 122101 - | ||
8004040 M l | 8004040 M l | ||
- -}} | - -}} | ||
Latest revision as of 02:43, 1 February 2020
| ML19322E946 | |
| Person / Time | |
|---|---|
| Site: | River Bend  |
| Issue date: | 01/23/1980 |
| From: | PROFESSIONAL SERVICE INDUSTRIES, INC. (FORMERLY PTL-I |
| To: | |
| Shared Package | |
| ML19322E945 | List: |
| References | |
| 800985-02, 800985-2, NUDOCS 8004040364 | |
| Download: ML19322E946 (1) | |
Text
a - -
P, O , 3 -
4-- - ,
Pn SBURG T TIND LA R ORY
<*'***"'**' ,ts ase acets o 850 POPLAR STREET, PITTSBURGH, PA.15220 f.
,) c. o. no n i.4
- ' S .s a uvu t enovacteow to cusave. tac runuc ano ouasa6vas. att arrones
" ' " ' ' " " ' " ' * * ' "
- 3"
's
_.
- e'N Uts'c'a$.ow"o.,'."s.*r a*,c"[r.'av'".'c*o'ac'[u *eods'a"o*eoa.'so"'"ac's'a=Oi
- o. .aIa
. "r.v e a
sai.!L ov. c. ....co ... . o ou - ....
.i. .
LADORATORY No. 800985
- 5.
ARE A CODE 4 82 TELEPHONE. 122 4000 y.
CUENT'S No. P.O.12210.50 REPORT PG-12606 i t
04994 January 23, 1980
}
REPORT OF POTENTIAL ALKALI y REACTIVITY ASTM C227 :
FOR F GULF STATES UTILITIES COMPANY 'f STONE AND WEBSTER ENGINEERING CORP. , AGENT [
. P. O. BOX 217 ST. FRANCISVILLE, LA. 70775 [!,
i.
e .
~
PROJECT : RIVERBEND }
Material . : Fine Aggregate i fl r.
Cement : North Hampton Type I H.A. '
Na90 : 0.38 [
KD2 : 0.77 ;;
Total Alkalies G Na20 : 0.89 i Average Length Change Percent 14 D.ay ,
+0.01 ;
1 Month +0.02 ;
2 Month +0.02 .l 3 Month +0.02 * ,t 4 Month Due 2/20/80 ', l 6 Month ,
Mixing water as percent Cement : 19.3 ;
.,gr. .
s.
y p O. '
'W
~
ST 0til \ W o.E g y.0 "
! ie4GiMEERIUO l
122101 -
8004040 M l
- -