ML102871035
| ML102871035 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 01/11/2010 |
| From: | Williams C Progress Energy Co |
| To: | Robert Carrion, Lake L, George Thomas Office of New Reactors, NRC/RGN-II |
| References | |
| FOIA/PA-2010-0116 | |
| Download: ML102871035 (21) | |
Text
Sengulpta, Abhijit From:
Sent:
To:
Cc:
Subject:
Attachments:
Mr Lake and others, Williams, Charles R. [Charles.Williams @pgnmail.com]
Monday, January 11,2010 5:38 PM Lake, Louis; Thomas, George; Carrion, Robert; 'nausdj@ornl.gov';
'daniel.fiorello@exeloncorp.com'; Lese, Joseph A.
Miller, Craig L -
FM 4.7 Draft for ReView P FM 4.7 Exhibit 4 - Pour Location Drawing Buttress 6-1 and 3-4 color.pdf; FM 4.7.pdf; FM 4.7 Exhibit 1 - Break Test Summary - core v original table.pdf; FM 4.7 Exhibit 2 Cylinder Tests ejerior wall 28 days.pdf; FM 4.7 Exhibit 3 - Concrete.pdf Attached for your review is draft of FM 4.7 and its exhibits. If you have any questions, please contact me or Craig Miller.
Thank you, Charles Williams 919-516-7417 The message is ready to be sent with the following file or link attachments:
FM 4.7 Exhibit 4 - Pour Location Drawing Buttress 6-1 and 3-4 color.pdf FM 4.7.pdf FM 4.7 Exhibit 1 - Break Test Summary - core v original table.pdf FM 4.7 Exhibit 2 Cylinder Tests exterior wall 28 days.pdf FM 4.7 Exhibit 3 - Concrete.pdf Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled.
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4.7 Excessive Stresses from A> Differential Material Properties
==
Description:==
When concrete mixes of different physical properties are combined they may perform differently under stress. These differences can cause stress concentrations at the interface, leading to bond failure and cracking. In concrete construction it is possible to have concretes of different strength placed adjacent to each other while expected to perform as a uniform material with the same properties.
The purpose of this document is to determine if such conditions existed at the delamination area and contributed to the delamination.
Data to be collected and Analyzed:
- 1. Review original records for concrete mixes used in the construction of the structure (FM 4.7 Exhibit 3).
- 2. Review pour records for information on materials used in adjacent lifts (FM 4.7 Exhibit 4 is a graphical summary).
- 3. Test core samples from different concrete/grout mixes. (FM 4.7 Exhibit 1 is a summary of core tests, presented with original strength data for the corresponding pours)
Verified Supporting Evidence:
- a. Three different concrete mixes were used in bay RBCN-0015.
A total of four concrete mixes were used in the containment structure for the 5000 psi level.
Verified Refuting Evidence:
- a. Different concrete mixes were used in the containment structure. It appears that this was allowed as long as the strength exceeded the design strength and the strength variation was acceptable. FM 4.7 Exhibit 2 is a statistical analysis of the two main mixes used anywhere in the containment structure. It shows that for mixes DM-5 and 727550-2 the average strength was 5640 psi and 5774 psi (with Standard deviation of 508 and 541 psi) respectively.
Discussion:
a) The concrete mixes used in the containment wall had similar physical properties and are not expected to have significantly different strength properties.
b) Even when placed on top of each other, different concrete mixes were blended at the interface by adequate vibration (see FM 2.7). This procedure prevents the creation of defined interface and eliminates differential properties at the location.
c) All interfaces between different concrete mixes in the wall were horizontal and full depth. It is not expected that such interface could have a significant effect on delamination in the vertical plane.
==
Conclusion:==
There were no excessive stresses from differential material properties in the containment wall and this Failure Mode did not cause the delamination.
- i.
. n c a e d ' m n a, n 1/11/2010 P1i r.
r; r-
^*d, I, 2009 Page 1 of 1 O ra f t 1 Deflt -ekease to third party without perm ission
FM 4.7 Exhibit 2 Cylinder Tests exterior wall - 28 days page 1 of 15 Detail and Summary of 28 days Cylinder Tests for Containment Building M
ixM Pour Eiev Description 1 Cylinder A
F RB Structure Summary:
Standard Variation: 605.23 451 Samples Ave. Fc:
5650 a
727550-2 Mix Summary:
Standard Variation: 541.071 200 Samples Ave. Fc:
5774 a
Ave.Fc:
774 J*ha 0
a I
727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 641 132 641 132 641 132 641 132 641 132 641 132 641 132 641 132 EXTERIOR WALL BUTTRESS 3 -4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 -4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 -4. EQUIPMENT 2071 2071 2072 2072 2073 2073 2074 2074 C
D D
C D
C C
D 5360 5550 5750 5040 5570 5130 5320 5520 641 Pour Summary:
Standard Variation: 238.627 8 Samples Ave. Fc:
5405 727550-2 727550-2 727550-2 727550-2 642 642 642 642 122 122 122 122 EXTERIOR WALL BUTTRESS 1 -6, PERSONNEL EXTERIOR WALL BUTTRESS 1 -6, PERSONNEL EXTERIOR WALL BUTTRESS 1 -6, PERSONNEL EXTERIOR WALL BUTTRESS 1 -6, PERSONNEL 2077 2077 2078 2078 D
C C
D 5590 5780 5500 5340 642 Pour Summary:
Standard Variation:
183.553 4 Samples Ave. Fc:
5553 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 EXTERIOR WALL BUTTRESS 3 -4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 -4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 -4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 -4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3w4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 -4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 - 4, EQUIPMENT EXTERIOR WALL BUTTRESS 3 -4, EQUIPMENT 2117 2117 2118 2118 2119 2119 2120 2120 2121 2121 2122 2122 2123 2123 2124 2124 5840 5570 5820 5780 5590 5750 5570 5700 5320 5430 5640 5710 5640 5660 6170 5780 666 727550-2 727550-2 Pour Summary:
Standard Variation:
189.56 742 742 160 SECONDARY SHIELD WALL, SE QUADRANT 160 SECONDARY SHIELD WALL, SE QUADRANT 16 Samples Ave. Fc:
5686 2224 C
5850 2224 D
6420 742 Pour Summary:
Standard Variation: 403.051 2 Samples Ave. Fc:
6135 727550-2 727550-2 727550-2 727550-2 743 743 743 743 240 EXTERIOR WALL BUTTRESS 3 - 4 240 EXTERIOR WALL BUTTRESS 3 - 4 240 EXTERIOR WALL BUTTRESS 3-4 240 EXTERIOR WALL BUTTRESS 3 - 4 2225 C
2225 D
2226 D
2226 C
5470 5750 6230 5680 CR3 -1Fi Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/0 9/10 Page 1 of 15 page 1 of 15
FM 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for Cont" WBalw 15 Mix Pour Elev D>.
escription A
Cyjlinder 743 Pour Summary:
Standard Variation:
321.183 4 Samples Ave. Fc:
5783 D
4630 C
5520 727550-2 727550-2 746 746 160 SECONDARY SHIELD WALL, NORTH 160 SECONDARY SHIELD WALL, NORTH 2231 2231 746 Pour Summary:
Standard Variation:
629.325 2 Samples Ave. Fc:
5075 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 747 747 747 747 747 747 250 250 250 250 250 250 EXTERIOR WALL BUTTRESS 3-4 EXTERIOR WALL BUTTRESS 3 -4 EXTERIOR WALL BUTTRESS 3-4 EXTERIOR WALL BUTTRESS 3 - 4 EXTERIOR WALL BUTTRESS 3-4 EXTERIOR WALL BUTTRESS 3 - 4 2232 2232 2233 2233 2234 2234 C
D C
D D
C 6740 5640 5780 5730 5520 5750 747 Pour Summary:
Standard Variation: 441.316 6 Samples Ave. Fc:
5860 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 727550-2 753 753 753 753 753 753 753 753 160 160 160 160 160 160 160 160 SECONDARY SHIELD WALL & INCORE PIT SECONDARY SHIELD WALL & INCORE PIT SECONDARY SHIELD WALL & INCORE PIT SECONDARY SHIELD WALL & INCORE PIT SECONDARY SHIELD WALL & INCORE PIT SECONDARY SHIELD WALL & INCORE PIT SECONDARY SHIELD WALL & INCORE PIT SECONDARY SHIELD WALL & INCORE PIT 2239 2239 2240 2240 2241 2241 2242 2242 C
D C
D D
C C
D 5870 6010 5220 5680 5310 5310 5130 5130 753 Pour Summary:
Standard Variation: 346.276 8 Samples Ave. Fc:
5458 727550-2 727550-2 754 160 SECONDARY SHIELD WALL, NW QUADRANT 754 160 SECONDARY SHIELD WALL, NW QUADRANT 2243 C
2243 D
5470 5660 754 Pour Summary:
Standard Variation:
134.350 727550-2 727550-2 759 759 170 SECONDARY SHIELD WALL, SE QUADRANT 170 SECONDARY SHIELD WALL, SE QUADRANT 2 Samples Ave. Fc:
5565 2249 C
6080 2249 D
5910 759 Pour Summary:
Standard Variation: 120.208 2 Samples Ave. Fc:
5995 727550-2 727550-2 727550-2 727550-2 765 170 SECONDARY SHIELD WALL, NE QUADRANT 765 170 SECONDARY SHIELD WALL, NE QUADRANT 765 170 SECONDARY SHIELD WALL, NE QUADRANT 765 170 SECONDARY SHIELD WALL, NE QUADRANT 2257 2257 2258 2258 C
D C
D 5500 5980 5750 5680 765 Pour Summary:
Standard Variation: 198.557 727550-2 727550-2 768 768 170 SECONDARY SHIELD WALL, SE QUADRANT 170 SECONDARY SHIELD WALL, SE QUADRANT 4 Samples Ave. Fc:
5728 2261 C
5130 2261 D
5240 768 Pour Summary:
Standard Variation: 77.7817 727550-2 727550-2 727550-2 727550-2 769 769 769 769 250 EXTERIOR WALL BUTTRESS 1 -6 250 EXTERIOR WALL BUTTRESS 1 -6 250 EXTERIOR WALL BUTTRESS 1 -6 250 EXTERIOR WALL BUTTRESS 1 -6 2262 2262 2263 2263 2 Samples Ave. Fc:
5185 C
5840 D
5480 C
5310 D
5680 769 Pour Summary:
Standard Variation: 231.283 4 Samples Ave. Fc:
5578 727550-2 774 180 SECONDARY SHIELD WALL, NE QUADRANT 2270 D
5310 CR3 - Pr Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 Page 2 of 15 page 2 of 15
FM 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for Cont* Bild~ht 1 5 727550-2 774 180 SECONDARY SHIELD WALL, NE QUADRANT 2270 C
5730 727550-2 774 180 SECONDARY SHIELD WALL, NE QUADRANT 2271 D
5480 727550-2 774 180 SECONDARY SHIELD WALL, NE QUADRANT 2271 C
5480 774 727550-2 727550-2 Pour Summary:
Standard Variation: 173.013 776 776 131 CFT-1A ROOM NORTH WALL 131 CFT-1A ROOM NORTH WALL 2273 2273 4 Samples Ave. Fc:
5500 D
5700 C
6070 7275 7275 7275 727!
7275 727' 727!
727!
727' 727' 727!
727!
776 Pour Summary:
Standard Variation:
261.63 2 Samples Ave. Fc:
5885 550-2 783 160 FUEL HANDLING CANAL NORTH WALL 2280 C
5640 550-2 783 160 FUEL HANDLING CANAL NORTH WALL 2280 D
5180 550-2 783 160 FUEL HANDLING CANAL NORTH WALL 2281 C
5680 550-2 783 160 FUEL HANDLING CANAL NORTH WALL 2281 D
5380 783 Pour Summary:
Standard Variation: 234.663 4 Samples Ave. Fc:
5470 550-2 795 160 SECONDARY SHIELD WALL, SE QUADRANT 2290 C
6300 550-2 795 160 SECONDARY SHIELD WALL, SE QUADRANT 2290 D
6120 550-2 795 160 SECONDARY SHIELD WALL, SE QUADRANT 2291 C
- 5240, 550-2 795 160 SECONDARY SHIELD WALL, SE QUADRANT 2291 D
5500 795 Pour Summary:
Standard Variation: 501.863 4 Samples Ave. Fc:
5790 550-2 797 170 FUEL HANDLING CANAL NORTH WALL 2295 C
5310 550-2 797 170 FUEL HANDLING CANAL NORTH WALL 2295 D
6720 550-2 797 170 FUEL HANDLING CANAL NORTH WALL 2297 C
6190 550-2 797 170 FUEL HANDLING CANAL NORTH WALL 2297 D
6010 797 Pour Summary:
Standard Variation: 582.373 4 Samples Ave. Fc:
6058 727550-2 727550-2 727550-2 727550-2 805 805 805 805 160 160 160 160 FUEL HANDLING CANAL SOUTH & WEST WALL FUEL HANDLING CANAL SOUTH & WEST WALL FUEL HANDLING CANAL SOUTH & WEST WALL FUEL HANDLING CANAL SOUTH & WEST WALL 2303 2303 2304 2304 D
C D
C 5660 5340 5320 5360 7275 7275 7275 7275 7275 7275 805 Pour Summary:
Standard Variation: 160.831 4 Samples Ave. Fc:
5420 550-2 810 109 RETAINING WALL, SW 2308 D
5480 550-2 810
, 109 RETAINING WALL, SW 2308 C
5480 810 Pour Summary:
Standard Variation:
0 2 Samples Ave. Fc:
5480 550-2 813 180 FUEL HANDLING CANAL NORTH WALL 2312 C
6010 550-2 813 180 FUEL HANDLING CANAL NORTH WALL 2312 D
5480 550-2 813 180 FUEL HANDLING CANAL NORTH WALL 2313 C
5480 50-2 813 180 FUEL HANDLING CANAL NORTH WALL 2313 D
6040 813 Pour Summary:
Standard Variation: 314.894 4 Samples Ave. Fc:
5753 727550-2 727550-2 815 815 131 SOUTH WALL CFT-1A ROOM 131 SOUTH WALL CFT-1A ROOM 2315 D
2315 C
5310 5340 815 Pour Summary:
Standard Variation: 21.2132 727550-2 727550-2 817 170 SECONDARY SHIELD WALL, SW QUADRANT 817 170 SECONDARY SHIELD WALL, SW QUADRANT 2 Samples 2317 C
2317 D
Ave. Fc:
5325 5660 6310 Page 3 of 15 page 3 of 15 CR3-PK Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10
Mix50 727550-2 FM 4.7 Exhibit 2 817 170 SECONDARY SHIELDWAI 817 170 SECONDARY SHIELD WA Detail and Summary of 28 days Cylinder Tests for ContpffBiw fld 15 LL, SW QUADRANT 2318 C
5960 817 Pour Summary:
Standard Variation: 266.255 727550-2 727550-2 820 135 CFT-1A ROOM SLAB & WALL 820 135 CFT-1A ROOM SLAB & WALL 4 Samples Ave. Fc:
5968 2321 C
5570 2321 D
5610 727 7275 820 Pour Summary:
Standard Variation: 28.2843 2 Samples Ave. Fc:
5590 550-2 821 118 RETAINING WALL, SW 2322 C
6190 550-2 821 118 RETAINING WALL, SW 2322 D
6350 821 Pour Summary:
Standard Variation: 113.137
.2 Samples Ave. Fc:
6270 727550-2 727550-2 825 255 RING GIRDER, BUTTRESS 6 825 255 RING GIRDER. BUTTRESS 6 2329 C
2329 D
6540 6370 825 727550-2 727550-2 Pour Summary:
Standard Variation: 120.208 826 255 RING GIRDER, BUTTRESS 4 826 255 RING GIRDER, BUTTRESS 4 2 Samples Ave. Fc:
6455 2330 C
4700 2330 D
4930 826 Pour Summary:
Standard Variation: 162.635 727550-2 727550-2 727550-2 727550-2 827 827 827 827 180 SECONDARY SHIELD WALL, SW QUADRANT 180 SECONDARY SHIELD WALL, SW QUADRANT 180 SECONDARY SHIELD WALL, SW QUADRANT 180 SECONDARY SHIELD WALL, SW QUADRANT 2331 2331 2332 2332 2 Samples Ave. Fc:
4815 C
5660 D
5520 C
5590 D
5660 7275 7275 7275 727 827 Pour Summary:
Standard Variation: 67.0199 4 Samples Ave. Fc:
5608 550-2 828 115 RETAINING WALL, SW 2335 D
5710 550-2 828 115 RETAINING WALL, SW 2335 C
5710 828 Pour Summary:
Standard Variation:
0 2 Samples Ave. Fc:
5710 550-2 550-2 829 255 RING GIRDER, BUTTRESS 2 829 255 RING GIRDER, BUTTRESS 2 2333 D
2333 C
5310 5940 829 Pour Summary:
Standard Variation: 445.477 727550-2 727550-2 830 830 143 CFT-1A ROOM WALLS 143 CFT-1A ROOM WALLS 2 Samples Ave. Fc:
5625 2334 D
6190 2334 C
5660 830 Pour Summary:
Standard Variation: 374.767 2 Samples Ave. Fc:
5925 727550-2 841 170 FUEL HANDLING CANAL SOUTH WALL 2349 C
6370 727550-2 841 170 FUEL HANDLING CANAL SOUTH WALL 2349 D
6380 727550-2 841 170 FUEL HANDLING CANAL SOUTH WALL 2350 D
6080 727550-2 841 170 FUEL HANDLING CANAL SOUTH WALL 2350 C
6300 841 Pour Summary:
Standard Variation: 139.613, 4 Samples Ave. Fc:
6283 727550-2 843 172 SECONDARY SHIELD WALL, NW QUADRANT 2351 C
6010 727550-2 843 172 SECONDARY SHIELD WALL, NW QUADRANT 2351 D
6230 843 Pour Summary:
Standard Variation:
155.563 2 Samples Ave. Fc:
6120 727550-2 727550-2 844 844 180 SECONDARY SHIELD WALL, NW QUADRANT 180 SECONDARY SHIELD WALL, NW QUADRANT 2352 D
2352 C
6560 6310 CR3 -,JW Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 Page 4 of 15 page 4 of 15
FM 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for Contprf&i*Bdlmt 1 5 M i-X Por ~
Elev Decito Cyine 844 Pour Summary:
Standard Variation: 176.777 727550-2 727550-2 727550-2 727550-2 846 180 846 180 846 180 846 180 FUEL HANDLING CANAL, SOUTH WALL FUEL HANDLING CANAL, SOUTH WALL FUEL HANDLING CANAL, SOUTH WALL FUEL HANDLING CANAL, SOUTH WALL 2354 2354 2355 2355 2 Samples Ave. Fc:
6435 C
6560 D
6540 D
5660 C
5780 846 Pour Summary:
Standard Variation: 481.768 4 Samples Ave. Fc:
6135 727550-2 727550-2 727550-2 727550-2 853 853 853 853 160 160 160 160 EL 160 FLOOR SLAB, NW EL 160 FLOOR SLAB, NW EL 160 FLOOR SLAB, NW EL 160 FLOOR SLAB, NW 2361 2361 2362 2362 D
C D
C 6560 6190 5660 5840 853 Pour Summary:
Standard Variation: 398.026 4 Samples Ave. Fc:
6063 D
5480 727550-2 865 206 ELEVATOR SHAFT 2382 7275 727!
727!
550-2 865 206 ELEVATOR SHAFT 2382 C
5500 865 Pour Summary:
Standard Variation: 14.1421 2 Samples Ave. Fc:
5490 550-2 946 267 RING GIRDER; 0- 60 DEGREES 2509 C
5550 550-2 946 267 RING GIRDER; 0 -60 DEGREES 2509 D
5540 946 Pour Summary:
Standard Variation: 7.07107 2 Samples Ave. Fc:
5545 727550-2 727550-2 951 267 RING GIRDER; 180- 240 DEGREES 951 267 RING GIRDER; 180- 240 DEGREES 2519 D
2519 C
6170 6260 951 Pour Summary:
Standard Variation: 63.6396 727550-2 727550-2 953 267 RING GIRDER; 0 -300 DEGREES 953 267 RING GIRDER; 0- 300 DEGREES 2 Samples Ave. Fc:
6215 2521 D
6770 2521 C
6930 953 Pour Summary:
Standard Variation: 113.137 727550-2 727550-2 954 267 RING GIRDER; 60- 120 DEGREES 954 267 RING GIRDER; 60- 120 DEGREES 2 Samples Ave. Fc:
6850 2522 C
5700 2522 D
5770 954 727550-2 727550-2 974 727550-2 727550-2 727550-2 727550-2 Pour Summary:
Standard Variation: 49.4975 974 974 270 RING GIRDER; 90- 150 DEGREES 270 RING GIRDER; 90- 150 DEGREES 2560 2560 Pour Summary:
Standard Variation: 770.746 2 Samples Ave. Fc:
5735 C
6370 D
5280 2 Samples Ave. Fc:
5825 C
6560 D
6190 D
6030 C
6470 976 976 976 976 DOME POUR G1, AZ45 -135 DOME POUR G1, AZ 45 -135 DOME POUR G1, AZ 45 - 135 DOME POUR G1, AZ 45 - 135 2579 2579 2580 2580 976 Pour Summary:
Standard Variation: 245.544 727550-2 727550-2 978 978 DOME POUR G1, AZ 225-315 DOME POUR G1, AZ 225 -315 4 Samples Ave. Fc:
6313 2586 C
6330 2586 D
6690 978 Pour Summary:
Standard Variation: 254.558 2 Samples Ave. Fc:
6510 727550-2 727550-2 980 980 DOME POUR G2, AZ 135 -225 DOME POUR G2, AZ 135-225 2595 C
2595 D
4600 5910 CR3 Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 Page 5 of 15 page 5 of 15
FM 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for ContW &&Blt 15 980 Pour Summary:
Standard Variation:
926.31 2 Samples Ave. Fc:
5255 727550-2 727550-2 981 981 DOME POUR G2, AZ 315 -45 DOME POUR G2, AZ 315 -45 2598 D
2598 C
6010 5550 981 727550-2 727550-2 727550-2 727550-2 Pour Summary:
Standard Variation: 325.269 983 983 983 983 DOME POUR H3, AZ 180 - 270 DOME POUR H3, AZ 180 -270 DOME POUR H3, AZ 180 -270 DOME POUR H3, AZ 180 -270 2610 2610 2612 2612 2 Samples Ave. Fc:
5780 C
5270 D
5680 D
4630 C
4830 7275 7275 983 Pour Summary:
Standard Variation: 468.713 4 Samples Ave. Fc:
5103 550-2 987 DOME POUR H4, AZ 90- 180 2628 C
6030 550-2 987 DOME POUR H4, AZ 90 -180 2628 D
4930 987 Pour Summary:
Standard Variation: 777.817 2 Samples Ave. Fc:
5480 727550-2 727550-2 988 988 DOME POUR H4, AZ 270 -360 DOME POUR H4, AZ 270 -360 2629 D
2629 C
5320 5800 988 Pour Summary:
Standard Variation: 339.411 2 Samples Ave. Fc:
5560 727550-2 727550-2 727550-2 727550-2 994 994 994 994 269 269 269 269 DOME POUR R2, AZ 70 - 160 DOME POUR R2, AZ 70 - 160 DOME POUR R2, AZ 70 - 160 DOME POUR R2, AZ 70 - 160 2652 2652 2653 2653 C
D C
D 5310 4790 4880 4780 994 Pour Summary:
Standard Variation: 250.732 727550-2 727550-2 727550-2 727550-2 996 996 996 996 269 269 269 269 DOME POUR R2, AZ 250 -340 DOME POUR R2, AZ 250 - 340 DOME POUR R2, AZ 250 - 340 DOME POUR R2, AZ 250 -340 2666 2666 2667 2667 4 Samples Ave. Fc:
4940 C
4920 D
5040 C
5180 D
4970 996 Pour Summary:
Standard Variation: 112.953 727550-2 727550-2 727550-2 727550-2 998 998 998 998 269 269 269 269 DOME POUR R1, AZ 160 -250 DOME POUR R1, AZ 160 -250 DOME POUR R1, AZ 160 - 250 DOME POUR R1, AZ 160 -250 2684 2684 2685 2685 4 Samples Ave. Fc:
5028 C
5090 D
4560 C
5360 D
4900 998 Pour Summary:
Standard Variation: 336.291 4 Samples Ave. Fc:
4978 727550-2 727550-2 999 269 DOME POUR R1, AZ 340 - 70 999 269 DOME POUR R1, AZ 340 - 70 2686 D
2686 C
4810 4950 999 Pour Summary:
Standard Variation: 98.9949 727550-2 727550-2 727550-2 727550-2 1012 1012 1012 1012 DOME POUR P12 DOME POUR P12 DOME POUR P12 DOME POUR P12 2885 2885 2886 2886 2 Samples Ave. Fc:
4880 C
6560 D
6670 D
5910 C
6230 1012 Pour Summary:
Standard Variation: 343.645 727550-2 727550-2 1045 118 EQUIP HATCH SHIELD FLOOR SLAB 1045 118 EQUIP HATCH SHIELD FLOOR SLAB 4 Samples Ave. Fc:
6343 3080 C
6630 3080 D
6610 CR3 -
ff Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 Page 6 of 15 page 6 of 15
FM 727550-2 727550-2 727550-2 727550-2 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for ContPWi Bhild4 1 5 Por Elev Description' Cyjlinde A
1045 118 EQUIP HATCH SHIELD FLOOR SLAB 3081 D
6580 1045 118 EQUIP HATCH SHIELD FLOOR SLAB 3081 C
7000 1045 118 EQUIP HATCH SHIELD FLOOR SLAB 3082 D
6510 1045 118 EQUIP HATCH SHIELD FLOOR SLAB 3082 C
6670 7275 7275 1045 Pour Summary:
Standard Variation: 171.891 6 Samples Ave. Fc:
6667 50-2 1047 EQUIP HATCH SHIELD SLAB & EAST WALL 3083 C
6210 550-2 1047 EQUIP HATCH SHIELD SLAB & EAST WALL 3083 D
6790 1047 Pour Summary:
Standard Variation: 410.122 2 Samples Ave. Fc:
6500 727550-2 727550-2 727550-2 727550-2 1052 1052 1052 1052 129 EQUIP HATCH SHIELD WALL & ROOF 129 EQUIP HATCH SHIELD WALL & ROOF 129 EQUIP HATCH SHIELD WALL & ROOF 129 EQUIP HATCH SHIELD WALL & ROOF 3086 3086 3087 3087 D
C D
C 6840 6760 6260 6000 7275 7275 1052 Pour Summary:
Standard Variation: 402.451 4 Samples Ave. Fc:
6465 550-2 1062 146 EQUIP HATCH SHIELD WEST WALL 3090 C
6350 50-2 1062 146 EQUIP HATCH SHIELD WEST WALL 3090 D
6670 1062 Pour Summary:
Standard Variation: 226.274 2 Samples Ave. Fc:
6510 727550-2 727550-2 727550-2 727550-2 1069 1069 1069 1069 149 149 149 149 EQUIP HATCH SHIELD ROOF EQUIP HATCH SHIELD ROOF EQUIP HATCH SHIELD ROOF EQUIP HATCH SHIELD ROOF 3094 3094 3095 3095 D
C D
C 7150 7090 6140 5860 727 727
'im U
iU S
Um 1069 Pour Summary:
Standard Variation: 657.115 4 Samples Ave. Fc:
6560 550-2 1089 EQUIP HATCH SHIELD REMOVABLE WALL SEC 3110 C
6210 550-2 1089 EQUIP HATCH SHIELD REMOVABLE WALL SEC 3110 D
6470 1089 Pour Summary:
Standard Variation: 183.848 2 Samples Ave. Fc:
6340 p.,mmm m
pppU mmmmmgmmlmmmmmmmmmmmmmmmm..m ma ma~m.a.a aaga ma ma mmmpflammm..m e
pRPpmu~m 727550-2 Mix Summary:
Standard Variation: 541.071 200 Samples Ave. Fc:
5774 DM-5 MixSummary.
Standard Variation: 508.316 239 Samples Ave. Fc:
5640,m DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 51 93 51 93 51 93 51 93 51 93 51 93 51 93 51 51 51 51 51 51 51 51 93 93 93 93 93 93 93 93 RB6A RB6A RB6A RB6A RB6A RB6A RB6A RB6A RB6A RB6A RB6A RB6A RB6A RB6A RB6A 73.
73.
73:
73.
73 73 73, 1
D 1
C 2
D 2
C 3
D 3
C 4
C 734 D
735 D
735 C
736 C
736 D
5390 5360 5520 5470 4850 4880 4990 5060 5160 4920 4670 4760 4790 4740 5590 737 737 738 D
C D
CR3 -I Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/0 9/10 Page 7 of 15 page 7 of 15
FM 4.7 Exhibit 2 DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A DM-5 51 93 RB6A 51 Pour Summary:
Detail and Summary of 28 days Cylinder Tests for Cont Bld 1 5 DescrptionCylinde A
F 738 C
5240 739 C
5340 739 D
5240 740 D
4920 740 C
4920 741 D
5130 741 C
5200 742 C
4530 742 D
5010 743 C
5340 743 D
5220 744 D
4880 744 C
4930 745 D
5480 745 C
5340 746 D
5240 746 C
5130 747 C
5480 747 D
5390 748 C
5780 748 D
5870 Standard Variation: 312.748 DM-'
DM-5 DM-'
DM-5 DM-!
DM-5 DM-5 DM-!
DM-DM-!
5 5
5 5
184 184 184 184 103 103 103 103 SECONDARY SHIELD & LETDOWN HX WALLS SECONDARY SHIELD & LETDOWN HX WALLS SECONDARY SHIELD & LETDOWN HX WALLS SECONDARY SHIELD & LETDOWN HX WALLS 36 Samples Ave. Fc:
5160 1226 D
5040 1226 C
4990 1228 C
6030 1228 D
5940 184 Pour Summary:
Standard Variation: 561.605 4 Samples Ave. Fc:
5500 5
219 114 SECONDARY SHIELD WALL & LETDOWN HX WA 1291 D
5870 5
219 114 SECONDARY SHIELD WALL & LETDOWN HX WA 1291 C
5870 5
219 114 SECONDARY SHIELD WALL & LETDOWN HX WA 1292 C
5730 219 Pour Summary:
Standard Variation: 80.8290 3 Samples Ave. Fc:
5823 5
5 5
5 276 120 EXTERIOR WALL BUTTRESS 1 - 2 276 120 EXTERIOR WALL BUTTRESS 1 - 2 276 120 EXTERIOR WALL BUTTRESS 1 -2 276 120 EXTERIOR WALL BUTTRESS 1 - 2 1437 1437 1438 1438 C
D D
C 5360 5200 5480 5480 276 Pour Summary:
Standard Variation: 132.665 DM-5 DM-5 DM-5 DM-5 281 281 281 281 120 120 120 120 EXTERIOR WALL BUTTRESS 5 -6 EXTERIOR WALL BUTTRESS 5 -6 EXTERIOR WALL BUTTRESS 5 -6 EXTERIOR WALL BUTTRESS 5 -6 1443 1443 1444 1444 4 Samples Ave. Fc:
5380 D
6370 C
5180 D
5080 C
5020 281 Pour Summary:
Standard Variation: 641.736 4 Samples Ave. Fc:
5413 CR3-Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 Page 8 of 15 page 8 of 15
FM 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for Contp@&fB~l&4 15 Mix Pour282 Description WAnL
'R A 5
4 DM-5 282 120 EXTERIOR WALL BUTTRESS 4-5 1445 C
6280 DM-5 282 120 EXTERIOR WALL BUTTRESS 4 - 5 1445 D
6050 DM-5 282 120 EXTERIOR WALL BUTTRESS 4-5 1446 D
5610 DM-5 282 120 EXTERIOR WALL BUTTRESS 4 -5 1446 C
5660 DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-282 Pour Summary:
Standard Variation: 320.728 4 Samples Ave. Fc:
5900 5
290 130 EXTERIOR WALL BUTTRESS 2-3 1459 D
6600 5
290 130 EXTERIOR WALL BUTTRESS 2 - 3 1459 C
6350 5
290 130 EXTERIOR WALL BUTTRESS 2-3 1460 D
5590 5
290 130 EXTERIOR WALL BUTTRESS 2-3 1460 C
5480 290 Pour Summary:
Standard Variation: 554.046 4 Samples Ave. Fc:
6005 5
5 5
5 296 296 296 296 120 120 120 120 EXTERIOR WALL BUTTRESS 1 -6 EXTERIOR WALL BUTTRESS 1 - 6 EXTERIOR WALL BUTTRESS 1 - 6 EXTERIOR WALL BUTTRESS 1 - 6 1485 1485 1486 1486 C
D D
C 5130 6010 6370 5470 296 Pour Summary:
Standard Variation: 552.178 4 Samples Ave. Fc:
5745 5
300 130 EXTERIOR WALL BUTTRESS 1 -2 1487 C
5910 5
300 130 EXTERIOR WALL BUTTRESS 1 -2 1487 D
5590 5
300 130 EXTERIOR WALL BUTTRESS 1 -2 1488 D
6300 5
300 130 EXTERIOR WALL BUTTRESS 1 -2 1488 C
5380 300 Pour Summary:
Standard Variation: 401.040 4 Samples Ave. Fc:
5795 S
5 5
-5 305 305 305 305 130 130 130 130 EXTERIOR WALL BUTTRESS 5-6 EXTERIOR WALL BUTTRESS 5 -6 EXTERIOR WALL BUTTRESS 5 -6 EXTERIOR WALL BUTTRESS 5 -6 1497 1497 1498 1498 C
D C
D 6770 6510 6650 6770 305 Pour Summary:
Standard Variation:
123.693 4 Samples Ave. Fc:
6675 5
310 130 EXTERIOR WALL BUTTRESS 4-5 1504 C
5800
-5 310 130 EXTERIOR WALL BUTTRESS 4 - 5 1504 D
5850 5
310 130 EXTERIOR WALL BUTTRESS 4 - 5 1505 D
5570 5
310 130 EXTERIOR WALL BUTTRESS 4-5 1505 C
5430 310 Pour Summary:
Standard Variation:
197.21 4 Samples Ave. Fc:
5663
-5
.5
-5 325 325 325 140 140 140 EXTERIOR WALL BUTTRESS 5 - 6 EXTERIOR WALL BUTTRESS 5-6 EXTERIOR WALL BUTTRESS 5 - 6 1525 1525 1526 D
C C
5680 5660 6190 5
325 140 EXTERIOR WALL BUTTRESS 5 - 6 1526 0D 690 325 Pour Summary:
Standard Variation: 300.333 4 Samples Ave. Fc:
5930 5
349 109 RETAINING WALL 1561 D
5910
-5 349.
109 RETAINING WALL 1561 C
6100 5
349 109 RETAINING WALL 1562 C
6170
-5 349 109 RETAINING WALL 1562 D
6050 349 Pour Summary:
Standard Variation: 109.962 4 Samples Ave. Fc:
6058 CR3 Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 Page 9 of 15 page 9 of 15
FM 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for Copag~thjQkt 1 5 Mix; Pour>
Ele Dsrption Cylinder A
DM-5 350 109 RETAINING WALL 1563 D
6120 DM-5 350 109 RETAINING WALL 1563 C
5820 DM-DM-DM-DM-DM DM DM DM DM DM DM DM 350 Pour Summary:
Standard Variation: 212.132 2 Samples Ave. Fc:
5970 5
361 103 INCORE ROOM ENTRANCE WALLS 1576 C
5940
-5 361 103 INCORE ROOM ENTRANCE WALLS 1576 D
5480 361 Pour Summary:
Standard Variation: 325.269 2 Samples Ave. Fc:
5710
-5 364 140 EXTERIOR WALL BUTTRESS 2 - 3 1579 D
5520
-5 364 140 EXTERIOR WALL BUTTRESS 2 - 3 1579 C
5320
-5 364 140 EXTERIOR WALL BUTTRESS 2 -3 1580 D
5680
-5 364 140 EXTERIOR WALL BUTTRESS 2 -3 1580 C
5820 364 Pour Summary:
Standard Variation: 215.019 4 Samples Ave. Fc:
5585
-I5 5
5 5
367 367 367 367 170 170 170 170 EXTERIOR WALL BUTTRESS 1 -2 EXTERIOR WALL BUTTRESS 1 -2 EXTERIOR WALL BUTTRESS 1 -2 EXTERIOR WALL BUTTRESS 1 -2 1582 1582 1583 1583 C
D C
D 6650 6240 6300 6190 367 Pour S im:
3ry:
Standard Variation: 208.247 4 Samples Ave. Fc:
6345 5
107 INCORE ROOM ENTRANCE 1600 C
5700 5
379 107 INCORE ROOM ENTRANCE 1600 D
5750 379 Pour Sumr!-wv:
Standard Variation: 35.3553 2 Samples Ave. Fc:
5725 DM-5
- SECONDARY SHIELD WALL, SE QUADRANT DM-5 103 SECONDARY SHIELD WALL, SE QUADRANT 335 103 SECONDARY SHIELD WALL, SE QUADRANT DM-5 385 103 ECONDARY SHIELD WALL, SE QUADRANT 38, Pour Summ**y:
Standard Variation: 396.0 1613 1613 1614 1614 22 D
C C
D 4 Samples 5390 6230 6000 5520 Ave. Fc:
5785 395 103 SEOONDARY SHIELD WALL, NE QUADRANT j:- 7WrONDARY SHIELD WALL, NE QUADRANT 1630 C
1630 D
5250 5520 DM-5 395
- Pou, Standard Variation: 190.919 DM-5 DMV-5 DMV-5 DM-5 415 415 415 415 00 90 200 200 EXTERIOR WALL BUTTRESS 2 -3 EXTERIOR WALL BUTTRESS 2 - 3 EXTERIOR WALL BUTTRESS 2 - 3 EXTERIOR WALL BUTTRESS 2 - 3 1655 1655 1656 1656 2 Samples Ave. Fc:
5385 C
5540 D
5480 D
5610 C
5570 415 Pour Summary:
Standard Variation: 54.7723 DMV-5 DM-5 DM-5 DIM-5 417 417 417 417 114 114 114 114 SECONDARY SHIELD WALL, SE QUADRANT SECONDARY SHIELD WALL, SE QUADRANT SECONDARY SHIELD WALL, SE QUADRANT SECONDARY SHIELD WALL, SE QUADRANT 1660 1660 1661 1661 4 Samples Ave. Fc:
5550 C
4950 D
5480 D
5060 C
5280 417 Pour Summary:
Standard Variation: 235.708 4 Samples Ave. Fc:
5193 DM-5 DM-5 DM-5 442 442 442 114 114 114 SECONDARY SHIELD WALL, NE QUADRANT SECONDARY SHIELD WALL, NE QUADRANT SECONDARY SHIELD WALL, NE QUADRANT 1706 1706 1707 C
D D
5750 6190 5430 CR3 -'
Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 Page 10 of 15 page 10 of 15
FM 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for Copagnthjiclfi 1 5 M Pour E
Description Cn A
DM-5 442 DM-5 DM-5 DM-5 DM-5 442 114 SECONDARY SHIELD WALL, NE QUADRANT 1707 C
4 Samples Pour Summary:
450 103 450 103 450 103 450 103 Standard Variation:
339.546 5520 Ave. Fc:
5723 6150 6130 5840 5570 SECONDARY SHIELD WALL, SW QUADRANT SECONDARY SHIELD WALL, SW QUADRANT SECONDARY SHIELD WALL, SW QUADRANT SECONDARY SHIELD WALL, SW QUADRANT 1708 1708 1709 1709 D
C D
C 450 Pour Summary:
Standard Variation: 274.393 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 461 461 461 461 461 461 461 461 114 114 114 114 114 114 114 114 PRIMARY SHIELD WALL PRIMARY SHIELD WALL PRIMARY SHIELD WALL PRIMARY SHIELD WALL PRIMARY SHIELD WALL PRIMARY SHIELD WALL PRIMARY SHIELD WALL PRIMARY SHIELD WALL 1733 1733 1734 1734 1735 1735 1736 1736 4 Samples Ave. Fc:
5923 D
5520 C
5640 D
5750 C
5090 D
5980 C
5520 D
6100 C
5680 461 Pour Summary:
Standard Variation:
309.146 8 Samples Ave. Fc:
5660 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 477 Poi DM-5 DM-5 DM-5 DM-5 477 103 SECONDARY SHIELD WALL, NW QUADRANT 477 103 SECONDARY SHIELD WALL, NW QUADRANT 477 103 SECONDARY SHIELD WALL, NW QUADRANT 477 103 SECONDARY SHIELD WALL, NW QUADRANT 477 103 SECONDARY SHIELD WALL, NW QUADRANT 477 103 SECONDARY SHIELD WALL, NW QUADRANT ur Summary:
Standard Variation: 363.355 1821 1821 1822 1822 1823 1823 C
D C
D D
C 6 Samples 5750 5660 5310 4780 5130 5130 Ave. Fc:
5293 5660 5590 5310 5240 478 478 478 478 114 114 114 114 SECONDARY SHIELD WALL, SW QUADRANT SECONDARY SHIELD WALL, SW QUADRANT SECONDARY SHIELD WALL, SW QUADRANT SECONDARY SHIELD WALL, SW QUADRANT 1824 1824 1825 1825 C
D D
C DM DM-I 478 Pour Summary:
Standard Variation: 206.074 4 Samples Ave. Fc:
5450
-5 482 123 SECONDARY SHIELD WALL, SE QUADRANT 1846 C
4850
-5 482 123 SECONDARY SHIELD WALL, SE QUADRANT 1846 D
5150 482 Pour Summary:
Standard Variation: 212.132 2 Samples Ave. Fc:
5000 DM-5 DM-5 483 483 123 SECONDARY SHIELD WALL, NE QUADRANT 123 SECONDARY SHIELD WALL, NE QUADRANT 1847 C
1847 D
5310 5610 483 Pour Summary:
Standard Variation: 212.132 2 Samples Ave. Fc:
5460 DM-5 DM-5 484 DM-5 DM-5 484 484 123 SECONDARY SHIELD WALL, EAST SIDE 123 SECONDARY SHIELD WALL, EAST SIDE Pour Summary:
Standard Variation:
127.279 1848 C
1848 D
2 Samples 1853 D
1853 C
4860 5040 Ave. Fc:
4950 5340 5360 488 488 118 PRIMARY SHIELD WALL 118 PRIMARY SHIELD WALL 488 Pour Summary:
Saturday, December 19, 2009 FM 4.7 Exhibit 2 Standard Variation: 14.1421 2 Samples Ave. Fc:
5350 CR3 01/09/10 Page 11 of 15 page 11 of 15
FM 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for Cop nticlo4 15 D Mix Po492 E2 R
Description Cylinder A C DM-5 492 122 PRIMARY SHIELD WALL 1858 C
5250 DM-5 492 122 PRIMARY SHIELD WALL 1858 D
5340 DM-5 492 122 PRIMARY SHIELD WALL 1859 C
5520 DM-5 492 122 PRIMARY SHIELD WALL 1859 D
5040 492 Pour Summary:
Standard Variation: 199.562 4 Samples Ave. Fc:
5288 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 495 114 SECONDARY SHIELD WALL, NW QUADRANT 495 114 SECONDARY SHIELD WALL, NW QUADRANT 495 114 SECONDARY SHIELD WALL, NW QUADRANT 495 114 SECONDARY SHIELD WALL, NW QUADRANT 495 114 SECONDARY SHIELD WALL, NW QUADRANT 495 114 SECONDARY SHIELD WALL, NW QUADRANT 1877 1877 1878 1878 1879 1879 C
D C
D D
C 4970 5570 4970 5570 5520 5310 495 Pour Summary:
Standard Variation: 286.386 DM-5 DM-5 498 115 NORTH WALL INCORE INSTR PIT 498 115 NORTH WALL INCORE INSTR PIT 6 Samples Ave. Fc:
5318 1883 C
6190 1883 D
6120 498 Pour Summary:
Standard Variation: 49.4975 DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-5 5
5 5
499 499 499 499 131 EAST END FUEL TRANSFER CANAL 131 EAST END FUEL TRANSFER CANAL 131 EAST END FUEL TRANSFER CANAL 131 EAST END FUEL TRANSFER CANAL 1884 1884 1885 1885 2 Samples Ave. Fc:
6155 D
5750 C
6000 D
5680 C
5730 499 Pour Summary:
Standard Variation: 143.062 4 Samples Ave. Fc:
5790 5
502 240 EXTERIOR WALL BUTTRESS 1 - 2 1886 D
5770 5'
502 240 EXTERIOR WALL BUTTRESS 1 - 2 1886 C
5410 5
502 240 EXTERIOR WALL BUTTRESS 1 - 2 1887 C
5780 5
502 240 EXTERIOR WALL BUTTRESS 1 - 2 1887 D
.5850 502 Pour Summary:
Standard Variation: 198.221 4 Samples Ave. Fc:
5703 5
507 123 NORTH WALL INCORE INSTR PIT 1892 D
6510 5
507 123 NORTH WALL INCORE INSTR PIT 1892 C
6330 507 Pour Summary:
Standard Variation: 127.279 2 Samples Ave. Fc:
6420 5
511 228 EXTERIOR WALL BUTTRESS 5-6 1913 D
6720 5
511 228 EXTERIOR WALL BUTTRESS 5 - 6 1913 C
6460 5
511 228 EXTERIOR WALL BUTTRESS 5 - 6 1914 D
6930 5
511 228 EXTERIOR WALL BUTTRESS 5 - 6 1914 C
7160 511 Pour Summary:
Standard Variation: 298.482 4 Samples Ave. Fc:
6818 5
521 123 SECONDARY SHIELD WALL, SW QUADRANT 1925 C
6830 5
521 123 SECONDARY SHIELD WALL, SW QUADRANT 1925 D
7060 521 Pour Summary:
Standard Variation: 162.635 2 Samples Ave. Fc:
6945 DM-5 DM-5 DM-5 DM-5 526 526 526 526 123 SECONDARY SHIELD WALL, NW QUADRANT 123 SECONDARY SHIELD WALL, NW QUADRANT 123 SECONDARY SHIELD WALL, NW QUADRANT 123 SECONDARY SHIELD WALL, NW QUADRANT 1930 1930 1931 1931 D
C D
C 6350 6560 5980 6370 CR3 N4.
Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 Page 12 of 15 page 12 of 15
FM 4.7 Exhibit 2 Mx Pour Elev Detail and Summary of 28 days Cylinder Tests for Cop1i" thlilo 15
'Description IC 526 Pour Summary:
Standard Variation: 242.556 4 Samples Ave. Fc:
6315 1950 D
6510 1950 C
6280 DM-5 DM-5 534 534 123 SECONDARY SHIELD WALL, WEST SIDE 123 SECONDARY SHIELD WALL, WEST SIDE 534 Pour Summary:
Standard Variation: 162.635 2 Samples Ave. Fc:
6395 DM-5 DM-5 DM-5 DM-5 537 537 537 537 131 131 131 131 SECONDAY SHIELD WALL, EAST SIDE SECONDAY SHIELD WALL, EAST SIDE SECONDAY SHIELD WALL, EAST SIDE SECONDAY SHIELD WALL, EAST SIDE 1953 1953 1954 1954 D
C C
D 6130 6120 6030 6100 537 Pour Summary:
Standard Variation: 45.0925 DM-5 DM-5 DM-5 DM-5 559 131 SECONDARY SHIELD WALL, NW QUADRANT 559 131 SECONDARY SHIELD WALL, NW QUADRANT 559 131 SECONDARY SHIELD WALL, NW QUADRANT 559 131 SECONDARY SHIELD WALL, NW QUADRANT 1988
,1988 1989 1989 4 Samples Ave. Fc:
6095 D
6540 C
6300 D
6050 C
6050 DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-DM-559 5
5 5
5 Pour Summary:
Standard Variation: 235.018 566 566 566 566 131 131 131 131 SECONDARY SHIELD WALL, SW QUADRANT SECONDARY SHIELD WALL, SW QUADRANT SECONDARY SHIELD WALL, SW QUADRANT SECONDARY SHIELD WALL, SW QUADRANT 1997 1997 1998 1998 4 Samples Ave. Fc:
6235 D
6370 C
5980 D
5590 C
5980 566 Pour Summary:
Standard Variation: 318.434 4 Samples Ave. Fc:
5980 5
568 131 SECONDARY SHIELD WALL, WEST SIDE 1994 C
5240 5
568 131 SECONDARY SHIELD WALL, WEST SIDE 1994 D
5750 568 Pour Summary:
Standard Variation: 360.624 2 Samples Ave. Fc:
5495 5
5 570 570 104 RC DRAIN TANK ROOM WALLS 104 RC DRAIN TANK ROOM WALLS 1999 D
1999 C
5220 5220 570 Pour Summary:
Standard Variation:
0 2 Samples Ave. Fc:
5220 5
585 135 FLOOR SLAB, EAST SIDE 2012 D
5640
-5 585 135 FLOOR SLAB, EAST SIDE 2012 C
5220
-5 585 135 FLOOR SLAB, EAST SIDE 2013 C
5620 5
585 135 FLOOR SLAB, EAST SIDE 2013 D
6010
-5 585 135 FLOOR SLAB, EAST SIDE 2014 C
5750 5
585 135 FLOOR SLAB, EAST SIDE 2014 D
5750 585 Pour Summary:
Standard Variation: 258.515 6 Samples Ave. Fc:
5665
_=
.=
_=
..E 5
5 595 107 ROOF SLAB, RC DRAIN TANK ENTRY 595 107 ROOF SLAB, RC DRAIN TANK ENTRY 2022 C
2022 D
6050 5800 595 Pour Summary:
Standard Variation:
176.777 2 Samples Ave. Fc:
5925 5
607 133 SECONDARY SHIELD WALL, SE QUADRANT 2035 D
5270 5
607 133 SECONDARY SHIELD WALL, SE QUADRANT 2035 C
5010 607 Pour Summary:
Standard Variation: 183.848 2 Samples Ave. Fc:
5140 5
5 611 138 SECONDARY SHIELD WALL, SW QUADRANT 611 138 SECONDARY SHIELD WALL, SW QUADRANT 2039 C
2039 D
5610 5500 CR3-)I.
Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 Page 13 of 15 page 13 of 15
FM 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for CoP*j"ntjdlkt 15 Mx Pour Elev Decito Cylinder A
611 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 DM-5 613 DM-5 DM-5 Pour Summary:
Standard Variation: 77.7817 613 135 REFUEL CANAL FLOOR SLAB 613 135 REFUEL CANAL FLOOR SLAB 613 135 REFUEL CANAL FLOOR SLAB 613 135 REFUEL CANAL FLOOR SLAB 613 135 REFUEL CANAL FLOOR SLAB 613 135 REFUEL CANAL FLOOR SLAB 613 135 REFUEL CANAL FLOOR SLAB 613 135 REFUEL CANAL FLOOR SLAB 613 135 REFUEL CANAL FLOOR SLAB 613 135 REFUEL CANAL FLOOR SLAB 2042 2042 2043 2043 2044 2 Samples C
D C
D D
Ave. Fc:
5555 5750 5590 5470 5680 5010 5850 5820 5840 5110 5220 Ave. Fc:
5534 5160 5430 2044 C
2045 D
2045 C
2046 D
2046 C
10 Samples 2053 D
2053 C
Pour Summary:
Standard Variation: 316.832 619 138 SECONDARY SHIELD WALL, NE QUADRANT 619 138 SECONDARY SHIELD WALL, NE QUADRANT DM-DM-DM-DM-*
DM-DM-!
DM-!
DM-DM-!
DM-!
DM-DM-DM-DM-DM-619 Pour Summary:
Standard Variation: 190.919 2 Samples Ave. Fc:
5295 5
638 143 SECONDARY SHIELD WALL, SE QUADRANT 2070 D
5310 5
638 143 SECONDARY SHIELD WALL, SE QUADRANT 2070 C
5450 638 Pour Summary:
Standard Variation: 98.9949 2 Samples Ave. Fc:
5380 5
648 143 SECONDARY SHIELD WALL, SW QUADRANT ( N 2094 D
4790 5
648 143 SECONDARY SHIELD WALL, SW QUADRANT ( N 2094 C
5380 648 Pour Summary:
Standard Variation: 417.193 2 Samples Ave. Fc:
5085 5
649 143 SECONDARY SHIELD WALL, NE QUADRANT 2095 C
5020 5
649 143 SECONDARY SHIELD WALL, NE QUADRANT 2095 D
4530 649 Pour Summary:
Standard Variation: 346.482 2 Samples Ave. Fc:
4775 5
650 140 SECONDARY SHIELD WALL, NW QUADRANT (N 2096 D
5550 5
650 140 SECONDARY SHIELD WALL, NW QUADRANT ( N 2096 C
5540 5
650 140 SECONDARY SHIELD WALL, NW QUADRANT ( N 2097 D
6190 5
650 140 SECONDARY SHIELD WALL, NW QUADRANT ( N 2097 C
5320 650 Pour Summary:
Standard Variation: 375.322 4 Samples Ave. Fc:
5650 5
5 5
5 5
5 653 653 653 653 653 653 143 143 143 143 143 143 FUEL TRANSFER CANAL WALL FUEL TRANSFER CANAL WALL FUEL TRANSFER CANAL WALL FUEL TRANSFER CANAL WALL FUEL TRANSFER CANAL WALL FUEL TRANSFER CANAL WALL 2100 2100 2101 2101 2102 2102 D
C C
D D
C 5770 6240 5680 5500 6400 6150 653 Pour Summary:
Standard Variation: 356.127 6 Samples Ave. Fc:
5957 5
662 119 ROOF SLAB, RC DRAIN TANK 2112 C
6130 5
.662 119 ROOF SLAB, RC DRAIN TANK 2112 D
6000 662 Pour Summary:
Standard Variation: 91.9239 2 Samples Ave. Fc:
6065 DM-5 669 143 SECONDARY SHIELD WALL, NW QUADRANT Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 2128 D
5020 CR3>I"PA Page 14 of 15 page 14 of 15
FM 4.7 Exhibit 2 Detail and Summary of 28 days Cylinder Tests for Cop ntjhlo4 15 Mix Pours Elev' Descrption<
Cylinde A
DM-5 669
- DM an T-2 T-21510 T-21510 230 T-21510 T-21510 608 T-21510 T-21510 740 T-21510 T-21510 760 T-21510 T-21510
-5 1510 669 143 SECONDARY SHIELD WALL, NW QUADRANT 2128 C
n Pour Summary:
Mix Summary:
Mix Summary:
=
Standard Variation: 113.137 Standard Variation: 508.316 Standard Variation: 213.604 Llr l
2 Samples 239 Samples 12 Samples 1322 D
1322 C
Lufl 4860 Ave. Fc:
4940 Ave. Fc:
5640 Ave. Fc:
- 3791 4000 3890
=
230 114 TEMPORARY & SECONDARY SHIELD WALL 230 114 TEMPORARY & SECONDARY SHIELD WALL Pour Summary:
Standard Variation: 77.7817 2 Samples Ave. Fc:
3945 608 119 EL. 119 MEZZANINE FLOOR, SOUTH 2036 C
3590 608 119 EL. 119 MEZZANINE FLOOR, SOUTH 2036 D
3770 Pour Summary:
Standard Variation: 127.279 2 Samples Ave. Fc:
3680 740 119 EL 119 MEZZANINE FLOOR, WEST 2222 D
3630 740 119 EL 119 MEZZANINE FLOOR, WEST 2222 C
3590 Pour Summary:
Standard Variation: 28.2843 2 Samples Ave. Fc:
3610 760 168 ELEVATOR WALLS 2250 D
3700 760 168 ELEVATOR WALLS 2250 C
3590 780 T-21510 T-21510 Pour Summary:
Standard Variation: 77.7817 780 160 EL 160 FLOOR SLAB, NE 780 160 EL 160 FLOOR SLAB, NE Pour Summary:
Standard Variation:
0 807 119 MEZZANINE EL 119, WEST 807 119 MEZZANINE EL 119, WEST 2 Samples 2276 C
2276 D
2 Samples 2306 C
2306 D
Ave. Fc:
3645 3710 3710 Ave. Fc:
3710 4240 4070 807 Pour Summary:
Standard Variation: 120.208 2 Samples Ave. Fc:
4155 T-21510 Mix Summary:
Standard Variation: 213.604 12 Samples Ave. Fc:
3791 RB Structure Summary:
Standard variation: 605.23 451 Samples Ave. Fc:
5650 S
c CR3 -1 Saturday, December 19, 2009 FM 4.7 Exhibit 2 01/09/10 Page 15 of 15 page 15 of 15
FM 4.7 Exhibit I page 1 of 1 uC...
esswi e Strength
)
.C......
Current Core Pour MxClne D
as 2 as 90dy cRto Density Voids Fc Ec Poisson No.
No, Number~
~
ave" ave.
a"e 7/2ds 90/26 daya Curl28dy Cudays y G
Y'-
ave~
63> 472 DM 1799 5080 5840 2.54 14.6%
7530
- > 't' 1799,,4950>>>~4 5570 4>
76SO4 1800
>>4630' 4763 5200 5523 86%
,2137%
'>~..7590 3.30E+06 0.21 1670 4630~
,~.56804 6050 1
68G0O
.~';J 1671<
3540 5310
>6180
~i
~
16717 3870' L04155 S660 5S33 60104 6200D 75%2§112%17116%'
103%
X7 6395 2.70E+060 1
8 66 ~388 DM-5 1623>>
3340,'>
5390 7000
""i 7
25S6 15.8%.6830 T77>>,
>::1623
'3540 5200 O:
6830'
- d I
6370 1624 ~>3890' 4860
'6400
>>11
~60 O+6
.02
________1624,1, 14300i 3768 490011 1508,8 115780 165-03 74%
12-8% >>>130%11
___0__6__011310+0
.2 40 T' 4 -
7S_
DM5 1809'
- 4160, 4510 5750
-2.57 15.8%-
6100......
1809 4000 4740 600" 660 1810>>
3910 5870~
Q 6150
']
~
6600F',
1810 41609 458' 5650 5193 5520 58S8 78%
113%
124%
110%
6437 3.05E+06
.022 31 487 S,*'SCM BayO0010 1851 4530 S290 780' 88100 DM-5 panelK 1851 4600 5020 6100 I4">
1852 490 5320+
6920 15 467077>5340 6770
.ŽI.s.,
__ '1853 474 75 52 38 6770 6537 88%
122% 1165%
135%
>4
.8810>>
~'
L 45 452 SCM m*
Bay *014 1712 8310424 700 80
'.'1/2:.:>>[8310 i
DM5 'panell">
1712 4100 54>>
T 4SO~
6460
>1'"
'>4j,,,
4 "K
48970 T1713 4990 6210 6740----
1713 5010.,45 51-'60302: 5848 :,7340 6730
>>>>78%
_115%'
148%
128%
8640
?:::~ ~~
~~~
16 712 OM5SM>
p' 4900 6240 6650 2.5 4 1T4.
4 %
8220 4810
>'~
6190<
6650 F'.>I43/4>>
8030~
SG>>~>
1 540 4A943,5360 80 7470 7015 85%
121 13%I13'93
.0+6 02
- 60<
Hatch 727550-2j 59 Hatch 727550-21
>>~..,:71171
$.ilj~ilii....,.7771>'> d~h23/4>,,L2,47 L14.4%
3088 4670 6540
'1.6860 2.46 14.5%
75201 335E+06 0.25 4765__
4 6675"T
>6700 71%
100%.
113%>>' '112%
7520 Current 4> <Fc Ratios4~i~
7 Density 4Voids
>~Fc'1 Ec Poisson'>
>'>128 dlays 900 wdys CurJ26 cays, *O*J9OdyS c
Y.>
ave<
'4 Average:
80%
1116%
1ý14%
'115%
2.53 15%
7366 7489 3.23E+06 0.22 ouatrge*nclusions Max:
88%:
128%
' 165%
.135%
2.57 "17%
8970 8810 3.90E+06... 0.25 Min:
71%>'
100%
>113%
101%,
2.46 14 5990 6395 2,70E+06 0.18 Count:
8 788'7'7 7
16 18'4 6'?"
6 I
- Grout coresw CR3 -Ytr-'
12/9/20099:47 AM 01/09/10 FM 4.7 Exhibit 1 Break Test Summary.xis page 1 of 1
i FM 4.7 Exhibit 4 page 1 of 2 cc General Exhibit with pour locations, specific mix used, ) N S C land tested cylinder strength for RBCN-0015 BUTTRESS
- 3 12 BUTTRESS
- 4 180 105 15 1501 195 21(
7, R D -- ------- -
P O U R 5
....Li.....................POUR............
POURS PUPOUR 5743 1 71 fB I-2)75562-N1 5800 POUR 737OBUR 554 RB C kM-5-M
. 5500 psi~
POUR 722 RB POUR 4 M-5-M, 5500 psi POUR712RB l
I POUR4 5e'M 800 psi IJ I
s
..I POUR700R POUR4 5DMSM 6050 psi
... L..
O R i
I
[
OR 6 B TO P
OUEL R60')]I POUR34
.4D5M 6500 psi
~
i I PR65R Ji POUR 4 r....
q DIM-5-M
,6100 psl i I POUR 681 RB i
POUR3 DNrv M. 5700 sV7 POUR 666 RB (T.O.P. EL163) 1 60) 727550-2 56700 psi
- P.
r-
'P U
0 POUR.3 CH PourPOUR 3
727550-2 5400 ps-POUR 641 R O.P. EL 132)
I IPOUR2 PEL 132'7.
_________~~~
ii OUR 634 RB (T.O.P EL 113')_________
1:727550-2,5500 ps POUR 2 7 EiOZ6300 j3SI POUR 528 RB (...E 0'
727550-2; 6800psi POUR 522 RB (T.OP. EL 9W)
PU FM 4.7 Lxht 4' RBCr
/IyJ l p
10 ix id iCompressive strength t
page 1 of 5BCN-1
FM A 7 IPvhihi A4 nA'.
of 2 General Exhibit with pour locations, specific mix used, NS and tested cylinder strength for RBCN-0012 BU'TrRESS
- 6 I
BUTTRESS
- 1 285 315 330T T
-POUR 7-62 RB --
PC 7J27.5O;2?JM,6090' s
p POUR 749 RB -----------------
PC 0'27550'2 M 5900isi
- IPOR4R I
q *..,
................[P 72755~0-2-M 5,580 psi~
POUR 729 RB L
PC CM S ~
5250pi"~
I POUR 719 RB PC 713 RD PC POUR 702 RB
]
PC I
POUR 690 RB Ii PC DM tl-5 M~.640(' pýsi OM5M 5970!: ps
- R8R
- r-IP
~PC
_,_PEDM-5 16000 ps i I
Y 7
I POUR 362 RB 1P
- DM-5 88 6O psi u,__
ER NL OR 2,B PC
-- J J---------
j POUR296pRB
.L PC 3
POUR 223 RB.
PC M
- 5 5430,Si r,*:',-
______IPOUR 227 RB I
jPC NOTE 1: ADDITIONAL POURS AT THE RBCN-0012 M Sr.N7E-tA3 DE: