ML102910637

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Email - from: Miller, Craig L (Craig.Miller@Pgnmail.Com) to Lake, Louis; Thomas, George; Nausdj@Ornl.Gov; Carrion, Robert Cc: Williams, Charles R. Dated Friday, December 18, 2009 4:44 PM Subject: Draft Fm 3.2 for Review Attachments: Fm 3.2
ML102910637
Person / Time
Site: Crystal River Duke Energy icon.png
Issue date: 12/18/2009
From: Chris Miller
Progress Energy Co
To: Robert Carrion, Lake L, George Thomas, Robert Williams
NRC/NRO/DSRA/SBPB, Engineering Region 1 Branch 2, NRC/RGN-II/DRS/EB3
References
FOIA/PA-2010-0116
Download: ML102910637 (20)


Text

Sengulpta, Abhijit From:

Sent:

To:

Cc:

Subject:

Attachments Miller, Craig L [Craig.Miller@pgnmail.com]

Friday, December 18, 2009 4:44 PM Lake, Louis; Thomas, George; nausdj@ornl.gov; Carrion, Robert Williams, Charles R.

I Draft FM 3.2 for Review f-p"*

  • ,FM 3.2 pptx" FM 3.2 x 1 - Break Test Summary - core v original table.pdf; FM 32x 2 -

SSP561gS"fout specs.pdf; FM 3.2 x 3 - grout and concrete batching - FPC Procedure W112

.pdf; FM 3.2 x4 - Pour data summary CR3.pdf; FM 3.2 x 5 - joint photos.pdf k

Others, Mr. Lake and Attached for your review is the draft of FM 3.2 with attachments. If you have any questions, please contact Charles Williams or myself.

Thank you, Craig Miller 1

t 37

FM3.2 Exhibit 2 1 of 2 SP-5618 1-22-69 5:01.2 The CONTRACTOF. shall be responsible for the.prt.iration of written procedure(s) to set forth boy the work to be performed under the specification will be carried out.

The party performing the work shall also vrepare _vritta-qu-aily.y pioce forth what tests *ill be executed to substantiate coliance with the specification.

Such written procedures shall be *Ratted to...

th_-i_

f - the

    • Vo T-iv ani Coment.

These procedures shall be written TArior to the starting of any of the york.

.'!01.3 Prior to placing of concrete on compacted fill. the fill shall be checked for the percentage compaction required under Section 2:01.1.

The subgrade shall be free of debris and organic material and sbhal be vetted thoroughly.

5:01.4 Before concrete is placed on a hardened concrete surface, it shall be free of laitance and foreign material.

Horizoatal and vertical construction Joints in the reactor building cylindrical shell MA dore shall be prepared for receiving the next pour by either sand-blasting, air water jet, bush himering, or other me to r&mors all coatings, stain, debris, or other foreign material.

5:01.5 In conveying of concrete from mixer to concrete In place, only those methods and arrangements of equipment should be used which Will re-duce to a minimum any separation of coarse aggregate from the concrete.

Equipment should be capable of expeditiously handling and placing concrete of such a proper consistency. grading, and --J- *sie of aggregate, at the rate most favorable to good quality and workaship.

The conveying equipment shall be in accordance with ACI 301-67.

Chapter 8 and ASTM C-9L-67.

5k~'4

01.6 If coacreteAis deposited on a hardened concrete surface, a 1/2 inch layer of neat grout shall be applied before concrete is deposited.

Concrete shall be deposited continuously and in horizontal layer ut exceeding 18 inches, avoiding inclined construction Joints.

It is important that each layer be shallow enough so as to be placed whle the previous layer is still soft and that the two layers be vibraud together.

No concrete shall be deposited in concrete which haa hardened sufficiently to cause the formation of seam or planes of weakness within the section.

Concrete shall be placed with the re-qulred consistency to assure proper workability.

The placing of coccrete around reinforcing and embedded item shall be by methods that vili not cause movement or damage.

The maximum free fall of concrete shall be three feet.

5:01.T All concrete shall be consolidated by vibration, spading, or rodding so that the concrete Is thoroughly worked around the reinforemat, embedded items, and into corners of forms, eliminating all air or rock pockets which may cause honeycombing, pitting, or planes of veakness.

If vibrators are used, they shall have adequate power and be of high frequency, rugged, and reliable.

When imersed in concrete, the vibrator shall have a minim-m frequency of 7000 rpm. Over-vibrating and the use of vibrators to transport concrete within the 04

FM3.2 Exhibit 2 Page 2 of 2 SP-5618 1_

1 1-22-9 9

4: 0 1.2 Horizontal and vertical construction Joints in the reactor building cylindrical shell and dome shall be prepared for rec*Ivi&*

the next iv 0

ý pour by either sandblasting, air water jet, bush hammering,. or other mea. -s.to--

reoveall_._-coat I

stains, debris or other fwina terial.

The horizontal jointohall be dampened (btnot saturated). then

-thoro ly covered with a co, of-nea* ce nt-otarmt*imil*r pr'o,--

]-* -ni*6tue-mto~rtfi-n-the concr-e,--t~e----Jha -kau U re 112 inch thick and fresh concrete shall be placed before the mortarw has attained its initial set.

The vertical Joints shall be daened I (out not saturated) berore concrete Is placed.

F 4:02

&Uansion Joints 4:02.1 Premolded expansion Joint filler shall conform to "Spee. for Pre-formed Expansion Joint Fillers for Concrete Paving and Structural Construction (Son-extruding and Resilient Non-bituminous Types),"

ASTM D 1752-66.

4:02.2 The location size and detail of fillers shall be &3 shown an the Drawings.

4:02.3 The expansion Joicts shall be sealed with a material compatible with the premolded expansion Joint filler.

4:03 Water Stops 4:03.1 Water stops shall be polyvinyl chloride water stop of the duabbell, bulb or serrated type as manufactured by W. R. Grace & Co. or ap-proved equal.

The location, size and detail of water stops will be as shown on the Drawings.

It 4:03.2 5:00 5: 01 Vulcanizing of water stop shall be inspected and approved by the Inspector or OWNER.

Nailing of water stop shall be free of oil,

pease, grout, or any other material that prevents good seal.

QUALITY CONTROL Concrete 5:01.1 Each week the CONTRACTOR shall submit to the ENGINEER a concrete pour schedule.

(This schedule will give the ENGINEER advance notice so he may check the drawings ahead of time and help eliminate possible problems before pour time.)

The CONTRACTOR shall initiate a concrete pour checkout form to assure

.that all crafts have completed their work prior to concrete placement.

After the form has been signed by each craft, it shall be given to the TESTING LABORATORY and/or ENGINEER prior to concrete placement.

This form shall be kept as a record for that pour.

Each pour shall have a checkout form.

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RB-0015 7!25/1972 tK8 Dt-5 mod 150 1331 4098 P0-0015 RB-0015 RB-015 12/6/1972 634 727550-2 149 1016 4512 RB+0015 1/26/1972 634 727550-2 148 1023 4500 RB-0015 12/6/1972 634 72755K 1026 4512 RB-0015 1116/1972 634 727550-2 150 1037 4512 RB-0015 12/6/1972 634 727550-2 152 1049 4488 RB-0015 RB-0015 RB-0015 12/6/1972 634 727550-2 152 1217 4512 RB-0015 12/6197 -b04 727550-182 1235 4506 RB-0015 12/6/1972 634 727550-2 W14 1231 4530 RB-0015 121972-..

634 727550-2 154 1207 4512 RB-0015 12/6/1972 834 727550-2 150 1250 4494 RB-0015 12/6/1972 84 775-4 28 41 RB-0015 1

10 450 RB-001 12/6/1972 5634 727 2

151 1309 4494 RB-0015 12/6/1972 634 727550-2 1ý8 1327 4494 RB-0015 12/6/1972 634 727550-2 182 1429 4506 RB-0015 12//1972 634i 727550-2 152 1044 4549 RB-0015 1//92 64 7275 4

48 48 RBP0015 12/6/1972 6

727550-2 154 1355 4560 RB-0015 1216/1972 634 72755W-2 150 1SIS 4488 RB-0015 12/6/1972 634 727550-2 148 1520 4549 RB-0015 12/6/1972 63*

r 72756k2 1*21 155 4494 RB-0015 M2/6/1972 B34 727550-2 151 1355 4450 RB-0015 12/6/1972 4

727550-2 182 142 4550 RM-O15 I.

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  • 84 4-500-RB-0015 129192 84 2752

ý3 148 70 5302 RB-0015 2992 6412 502 11 78 52 RB-0015 12/9/1972 4'

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3900 4524 RB-0015 12/9/1972 641 727550-2 15i6 1 904 45 RB-0015 12/9/1972 641 727550-2 148 900 4536 RB-0015 12/9/1972 641 727560-2 149 71 8 4482 RB-0015..............

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93 53 RB-0015 12/9/1972.6.1.7.7550:j.1.9.1.08...82 PO-OO1S

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+Total r A e G

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  • CR3 - concrete pour data

..-0015 12/911972 841 727550&2 151 1111 4512 1715 038 82 58 3.25 3.02 B.-0015 121921972 6841

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5.0 RB-0015 1/7/1973 888 727550-2 149 802 4478 17386 39 67 55 US5.97 RB-0015 111/1973 888 727550-2 268 808 4482 1727 0.39 67 55 5.98 66-0015 1//1973 8

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12/3/2009; 4:03 PM Page 2 of 8 test data original filled vl.xlsx

CR3 - concrete pour data

01671 Total walle AmbiW Concrete Used 4500 1716 0.38 70 54 4.00 6.00 4482 1716 0.38 54 4,5 3

34 2121 5.98 4524 6707 038 70 54 4.00 6.03 4482 1710 0.38 70 57 3.75 5.98 4506 1716 0..

70 57 3.75 6.01 45 1710 0.38 70 55 3.75

.6.00 4500

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5'5-6.00 4454 1716 0.39 70 55 400 5.94 4506 1713 0.38 70 55 5

6.01 4482 1710 0.38 70 54 5,23 98 44 1707 0.38 70 54 400 5.99 4494 1713 0.38 68 55 400 35 2122 5.99 4524 1710 0.38,i 68 54 3.75 6.03 Cý:

4156.01 4500

'-17071 038 68 56352260 4500 1707 0.38 65 52 3.50 3 6 4502 1713 0.38 65 52 3.25 6.01 4494 1785 0.40 65 53 325 5.99 4512 171 0.3 65 52 3.50 6.02 4494 1719 0.38 64 53 3.75 5.99 4092 1657 0.40 70 58 3.00 6.02 4116 1657 40 70 61 20 6.04 OSUMI FAt Mv, 1 _U 1A%

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RB-0015 151973 685 WM-5 rood 149 100 4086 1658 RB-0015 M

685 M

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1658 RB-0015 112511973 685 DM-5 mod 1&2 1023 4088 1658 RB-00.

1/25/1973 685 DM-5 mod 150 10 409 1658 RB-0015 1.25.1973 85 DM-.od 153 1105 4092 1653 B-0015 1DM-5 mod 149 1120 408 1653 RB-0015 112511973 685 "DM-5 rood 182 11301 4092 1652 RB-0015 1/25/1973 685 DM-5Smod 150 1155 4104 1659 RU.0015 112511973.

.685 DM-" rod 152 1230 4110 1658 RB.0015 1/25/1973 685 DM-5 mod 149 1237 4104 1653 RB-0015 1/25/1973 685 DM-5 mod 153 1242 4110 1662 RS-0015 12/93 6-85"" DM-5 modW.

1682 1303 4086 1656 RB-0015 1/25/1971332685T 1

P6.0015

/!25/1973 585~

bMD5 mod 152 13320 41.02 1653

-001 125/1973 DM-5 mod 149 1337 4098 1650 RB-0015 1/25/1973 6...85 W6.. md 153 1356 4104 1656 RB-0015 1/25/1973 685 DM-5 mod 154 1418 4092 1656 RB-0015 1/31/1973 695 Mscmd 150 1300 110 17680 RB-0015 1/3111973 695 DM-SMod 149 1327 4116 1657 RB.015 1/31/1973 M,69 DM mod 147 13%3 4074 1660 RB-0015 1/31/19731 695 DM-Smod 182 1355 4088 1655 RB-0015 1/31/1973.

6951 DM-5 mod 147 1333 4074 1660 RB-0015 1/31/1973 695 DM-5 mod 154 1429 4086 1655 RB-0015 1/31/1973 695

.M-5 mod 19 1440 4080 16605 RB.0015 1/31/1973 695 DM-5 mod 147 1455 4092 1667 RB-0015 1/31/1973 695 OM-5 mod 153 1458 4074 1663 RB-0015 1/31197 695 DM-Sýmod 182 14503 41162 1653 R8-0015 1/t m

153 1458 4074........

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111 4086 1654 RB-40015 OIAM 606 iiiliiii~iiiii::bw5 il 1ý 75 49 660 RS-0015 2/1217973 700 DM-mo 147 1125 418 265 RB-0015 2/12/1973 ~.700 DM5mod 151 1147 4088 1657 RB-0015 MO mo 4

15 4 8 657....

RB-0015 2/12/1973 700 DM-5mod 154 1225 4092 1657 RB-0015 227.0..1.1-0 1657 OAO 58 0.40 58 n 41 5.8 0.40 60 01.40 58 0.40 60 0.40 60 0.40 60 0.40 64 0.40 66 0...40..

66 0.41 68 68 0.40 68..

0.40 70 0.40 70 0.40 70 3.01 53.00 50 i5.99 30.00 51 25599 51 2.25 6.00 52 3.00 6.02 56 3.00 i

6.03

  • ::::i~

i* *:*.i..................

F * °....-

__ 2..

53 3.00 6.02 6.03 52 3.00 ~

3.2 5.99 53 3.00 60 53 3.00

~6.01

~~~~

~~~~

" 6 o...

56 3.00 6.01 55 2.75 6.02 54 3.00 yd not used 3.00 6.00 60

,05.97 57.

3.6 2166 58 3.00

.98 58 2.75 6.00 58 2.50 597 58 2.50 6.04 56 2.75 5.98 57 3.00 3.5 2167 5.99 58 2.75

-6.04 54 3.00 6.03 55 3.00 6.00 54 2.50 5.99 53 3.00 6.00 57 6.00 57 29 54 3.00 5.99 54 3.0 30 1JrI6.13 56 3.00 60 55 3.00 6.02 0.41 67 0.41 68 0.41 67 0.41 66 0.41 66 0.40 65 0.41 65 0.40 65 0.41 65 0.41 64 0.40.-

64]

0.4i 63 0.40 63 0.41 63 0.41 67 0.40 48 0.40 48 0.40 52 0.41 64 0.4 65 0.40

'ý 65 121312009; 4:03 PM Page 3 of 8 test data original filled vl.xlsx

CR3 -concrete pour data Nunber Loaded SIrnt Toa twae An~

wb,#Ue R.-... S 2112/1973 700 CM-Smod 152 1250 4110 1657 0.40 66 57 3.00 8

6.03, RB-0015 2/1211973 700 C

mod 149 1303 4128 1657

0. 40 88 58 300 8 5.

. 6.05 RB-0015 211211973 700 CM-S mod 148 1322 4088 1857 0.41 88 80 3.00 5.99 RB-0015 000 7

RB-001 5 21121973 700 Cl5M-Sud 151 _

1345

- 40866__

1854 0.40 85 80 2059 RB-015 2/211T70 C-md 154 1358 408 85

_.1

_8 58 3.00

.0 2172 5.99 RB-015 21197~i3-17' N00-C-M-S-5mod' 182 1412 4108

.8

-18"

-6158 OA 141 865 58 3.00W_

5.98 RB-0015 I

1521425 46I V

8 58 3.00 598...........

RB-0015 211211973 7

CM-Smod 148 1440 4080 1855 2755.90 RB-0015 214119 700 C

DM-5mod 14 1449 4088 1855 0.4 84 5

215 5.98 RB-0015 21121973 700

.M-Smod 154 1504 48 1852 0141 86 58 3.00

  • 5.9 RB-0015 21

-12J 197..3 7.0 0 DCIM-S1 mo d

-151 1520 4092 182 014 83 59 2150 8.00...

RB-0015 211211973 1700 C M-S Mod ISO 1539 408 1887 OAI 84 80 6

2.50..

60 RB -00152 700 RB -0012

slfw, x

12 lxf 17 A-,,8

,04

~

RB -0012 91~

1 4

31 3

S 2

7

.0i0 RB -0012 RB -0012 RB -0012 9/18/971 283 DM 154 1133 5052 220 0.4 70 2 25 4.0 RB -0012 911&11971 283 DM-S 183 1215 580 220 0.3 92 70 2.75 4.0 1404 RB -0012 9/18/1971 263 CM-147 1305 5058 2210 044 8

88 215 RB -0012 9118/1971 283 CM-151 1345 5080 1

4 84 70 2.50 800 RB-0012 9/18/1971 263 CM0 152 1420 5048 2213 0.44 84 88 3.00 7.95 RB -5 12

  • 18 197

....2" 5 i 4:0 i

RB-0812 9/18/1971 283 DM5 147 1445 5052 2210 84 t8 83.00 7 98 RB -0012 9/18/1971 23 5

C-1 1524 5078 2204-0.43 88 88 2.75 7.99 DB-

":8M 1

1 8 3-8 6 72 5 0 72 2 0 RB-0012 9/18/971 283 DM-5 151 1554 5070 2203j 0.43 88 7

RB-0012 9/18/1971 5M-S 152 1615 5070 2208 0.44 88 68 3.00 7.98 RB-0012.

RB -0012 5

883.00 RB -0012 109/1971 28 CDM-5 151 820 5430 2216 0.41 70 84 3.00 RB-0012 10/9/171 298 DM-5 183 920 5070 2210 0.44 70 64 2.25 7.98 RB -0012 10/29/1971 298 C

182 1000 5064 2210 0.44 72 88 2,04...

14857..

RB -002 10/291971 298 CM-S 147 13158 5082 2218 0.44 78 88 3

80 RB -0012 10/29/1971 DM-S 183 1245 5070 2199 0.43 78 66 2 50 7.98 2218 0.44 78 3.00 1

14 e

ao 7.9686 RB -0012 or 29D 147 1320 5082.

0 RB -0012 "

DM-S 182 1420 5058 22

0.

78 6

l 7.97 RB -0012 109/21971 -29 DM-S 154 16*40 5070 22136 04 78 88 2.25 RB-0012 8.02 RB -0012 11/23/1971 38 MS 8

11 58 21 0

7..0 RB-0012 10/23/1971 28 DM-S 149 1315 5074 2213 0

844 7

66 3.0 t

17 7.97 RB -0012 1/397 328 DM-14 3

58 4V 27.0 RB--0012 11/23/1971 2

CM-5 153" 14507 507046 i 22025 0.43 72 80 2

IM...

77.95 RB-0012 11/23/1971 2

DM-5 182 1428 5076 2219 0.44 72

-624 00 40 1527 7.99 RB -0012 11/23/1971 2

CM-S 149 1345 5088 2201 0.44 72 6

1578 RB -0012 11/23/1971 3

M-S 152 1507 5070 2205 0.43 72 60 3

1528.

797 RB -0012 11/23/1971 3M-S 154 1530 5070 2206 0.44 70

.822:

-d tm-p" r... "....

795 1...

RBD-0012 11/2819720 32 C

1448 5052 2210 0.44 72 5

2 25 7.96 RB -0012 1./28/1972.. 3826 C-5 142 1333 5064 2207 0.44 80 80 3.8 3

16 7.1528.

RB -0012 1/281972 382 C -S.

149 1422 5058 220.

GAO.... so...................

RB -0012 1/28/1972 382 DM-5 181 1310 5070 2211 82 85 3

798 RB -0012 1/28/1972 3

M-5 148 1354 5082 2200 30 66 36 157704 78 8

RB-0012 1/28/1972 382 C-S 149 1820 5040...-.

2205 0.44 82 66 27759 RB -0012 r-I-!A/1972T*2 6M...

1):*-

8..

.. 65 3 300 79'7 RB -0012 WWJ12 4,44

-mM,,,,o*,

t!

7.9 IRSB-0012 F1)4 1209N 22 0 44 *Pour sent to outlaw canal-pour corrmp 7.95 R BR -0 12-0 1......

: : : :::2" 9"

RB-W WS?

53 Sc 149 6"

47*

374 OA T

as2.99 RB -O12 9WO7 M

411 m

343 163 O0 T

652.99 RB -0012 8/3/1972 535 DM-5??

180 640 4237 1718 0*l

.70 0

3725 6.01 RB -0012 8/3/19721 535 CM-Sfl 152 m

721 4230 1718 0.41 73 61 4.00 3.00 RB -0012 8/3/1972 535; DM-5??

154 735 4224 171S

[0.41

_74 1

2.501..

3. 2 1951 4 3.00 RM-5 7?

148 803 4219 1721 7851 RB-0012 8/3/1972 535 DM-5 8

8041 78 681 2.50 5.18 RB-0012 8/3/1972 535 CM-S??

18 918 4224 1718 1 O 78 88

.3.99 RB -0012

&13/1972 590 79 65 5

+/-

W50 397 RB-0012 8//17 5

D35 M-?S 13 1045 4212 1718 0...........

4371 9

84 35 3.97 RB-0012 8/3/1972 535 DM-5 7?

152 1133 4218 1765 0.42 80 64 4.005.8 RB-0012 8/3/1972 5

CM-S" 180 1245 4212 1720 0.41 82 83 2.75 5

..*12 119 2................

I:£ * * ::

RB -0012 12110/172 84 MS?

182 1111 4494 1714 0.38 80 58 2.75 1

RB -0012 UM DM-7?

1 0.0 RB-0012 1211/1972 842..

M-5??

183 1155 4494 1715 038 80 57 3.25 5.99 RB-0012 12/11/1972

_ 842

_C57?

150 1204 4444 171 038 80 58 3.00 1.99 RB -0012 12/11/1972 842 CM-Sn5 147 _1220 4518 1714 0.388 au 58 3.75

-3.2 2077 yj~~kvej~

2.02 _

12/3/2009; 4:03 PM Page 4 of 8 test data original filled vl.xlsx

CR3 - concrete pour data Number Loaded Coemae* t water Antdu Cosruete IUsed RB-0012 12/l1/1972 842 S??

182 1230 4508 1717 038 80 55 4.00 1.01 RB -0012 12/11/1972 642 DM-5S??

149 1237 4508 1714 038 80 56 3.75 5

y

.........501.

RB-0012 12/11/1972 642 l

D-S??

154 1244 4500 1720 038 80 55 3 yd..

3.00 IRS -0012 12/11/1972 842 DM?

152, 1323 4512 1714 0.38 79 55 4536 RB -0012 12/11/1972 6 842 Ol. -??

183 130

'4512 714.

038.

79 59

.4 20.7.8 2...-

,02 RB-0012 12/11/1972 642 DM-5??

150 1414 4508 0.38 79

'11' 60 4.00 yds eteseweree3.01 RB-0012 12/11/1972 642 D.. -5??

.147. 41423' 4500 1714 0.38.

58 48 sen*d

.t elsewhere 0.00 RB -0012 12M15172 642 DM ??

182 1515 4506 1717 0.38 79 56 8 5

on 2.01 R B -00 12 12 /11/ 972 642 M -5.??

.149 1527 4500 1711 0.38 19 59 3.75

3.

.. I y o e s d f r v ti e2.0 2

RB -0012 12/111i1972 642 DM-5S??

154 1602 4512 1717 0.38 78 58 4.00 42.0 RB -0012 12/111/1972 642 M-5 ??

152 16484 4500 1719 0.38 78 60

.00 RB -0012 12J11/1972 642.

DM-5??

183 1711 4518 1716 0.38 74 56 8

,2.

3 yd Rc-pour complete 3.02 RB -0012 1211i/1972 42 1*- 0 1535 4500 1722 0.38 74 56 4,

not.used-pour...plete.

0.00.

RB -0012 12/i1/1972 642 "D

-5 l149

1.

1810 4506 1716..

0.38 74 notused-.pour.complete 0.00.

RB -0012 19 t

>19 5

240.2.07 RB-0012 8

/C9

...... 100....

RB -0012 11973 858 DM-5 150 904 4530 1719 0.38 69 52 250

.. 2 yd

,,,4.

M 4.04 RB-0012 17/3/19 658

?

180 915 4512 1854 0.l 70 52 350 3.02 RB-0012 1/3/1973 685 DM-5??

154 943 4530 1719 0.38 70 54 3.50 3.2 2107 2

4.04 RB -0012 1/3/1973 58 DM-5 ?

183 1005 4512 1721 0.38 70 56 4,........................

4

.02 B-01 1//97 658 DI -??

182.

1038 4494 1721 0.38 70 586 0

29 RS -0012 1D".

14 1054 4530 17 1 3 0.38 74 54 5.64 RB-0012 1.3.1.73 858 DM-S??

150 1110 4530 1713 0.38 78 58 3.75 3........634 RB-0012 1/3/1973 858 658 NE-180 1143 4500 1716 0.38 80 60 4 00......................

s4.00 RB -0012 1/3/1973 1 658-1 D-?

14 15 4494 1

089 RB -0012 1/3/1973 658 "M-5"?3154

-- 12157-..518.1714 80.38 80 5

RB -0012 1/3/1973 658'-j O

-1723-18-'130084508-j8172-0.38781 57.01 RB -0012 I/3/1973 858 5

182 1'-'I335-4478 1725 0.39 81 58 4

RB -0012 i/3/F73 858§

.-5? 150 1350 4508 6

171 3

8 4

-400 16 54 A

2 y fr RBM-5??

149 1418 4470 1718 0.38 80 58 3

2 RB-0012 1/3/1973 58 DM 5??

180 5

400 3ydsentelsewhere 2.96 RB -0012 1/3/1973 6858 DM-.?

154 1440 4488 1722 0.38 56 3.5 4

e5ee 9..............

1 RB-0012 iM1/1973 65866 DMI??

1831 1512 4482 1722 0.38 all sent elsewhere 0.00 0

RB -0012 3.00 RB -0012 M

3.006a RB -0012 11161973 674 DM,-5 (od?)d 154 1328 4080 1654 0.41 68 55 3.98 RB-0012 1/16/1973 I 874 D*5"*062" 181 1344 4002 1657 041 68 55 3.00 5.96 RB -0012 1/1/973 874 4086-

-1654 04 6 9 58 3

d to 110-0012 1/18/1973 6 74 1I D8-(mo?)

150 1415 4058 1854 0.41 68 56 2.75 RB -002

-1/161973I 1 874 08/-

(mod ?)

1147 1440 4058 1658 0.411 68 58 3.00 59 RB -0012 1/16/1973 874 0 8/-S(mod?)

154 1455 4088 1658 0.41 67 58 2.50 5.99 RB -0012 1/16/1973 8774) NE- (mod?)

181 "

4080 1664 0.41 67 58 2.50" 5.8 RB -0012 1/1/1973 J 874 l

(d?)

1 15 4082 1*58 OI.

68 57 2.25 3.3 2139 Id to d

4y8 RB -0012 1h/18/97 6 74 08/-S(mod ?)

182 1552 4074 1658 0.41 65 5

3.05.97 RB1-0012

/-1

  • /1973 1674 DM-5 (mod ?)

154 186U 4092 1659..

41..

66 55 3.00 l

-6.006 RB-0012 1/16/1973 674 DM-5 (mod 150 1638 4092 1658 0.40 63 54 -

2.75 6.00 RB0-012 1/1811973; 674: OM-Sj(mod ?)

147 1650 4092 1658 0.40 6 4 53 306,.00, RB -0012

- 1/16/1973 674 ON-5 (mod7) 181 1659 4116 1658 0.40 64 56 215 664 RB-0012 1/16/1973 674

/DM-5(mod?) 183 1710 4122 1658 0,40 6 4 53 2.50 6.04 RB-0012 1/16/1973 874 l

.(mod

?)

154 1751 4094 1656 O...

62 53 2.75 8.00 RB-0012 1/16/1973 874 EDM-5

( md?)

150 800 4116 1656 640 2

53 3.00 2yd rejecte.d-. pour over

.... 4104 RB -0012 1/1681973 874 DM-5 (d ?)

1 147 109 4116 1656 OAO.

62.

rejected-pour complete 0.00 RB-0012M 1

40

$1j0G152 "11 2.99 RB -0012 83 13 3.01

-5 15 8475.99 RB -0012 1/23/197150 7

847 4086 1659 0.41 50 5

.05 5.98 110-0012 912i73 83P /-md?

-13 90 400 1C65 0.4 OAI 58 2.750-5.99 110001 1/31973 8$

41(mdJ 18 2

4088 1 666 0.41 58

-3 52 3

2.5 2154 5.99 RB -001 123/1973 683 DM-(m 147 RB-0012.1/23/1973 08-S (mod ?)

182 950 4080 41663 041 56 2.75 5.98 RB -0012 1/23/1973 883 8/-S mo?

149 1000 4080 1665 4A1 586 53 2175 5.98 RB -0012

0.

0..(nqd?)

0,00 RB-0012 OM-mM DM

?)

14 I=

0.090 RB -0012 1/23/1973 6

O (Mod?)

683 183.

1050.

4088 1662 O41 58 51 3 00 5.99 RB -0012 1/23/1973 683 D-5(mo 182 I

1105

?

4074 1659 0.41 58 52 2.75 5.97 RB-0012 1/23/1973 683 DM-5 (mod?

181 1117 4092 1685 O.4 60 53 2.75 6.00 RB-0012 1/23/1973..

683 S..(mo 149 1130 4068 1658.

0A.i..

4 5.98" RB -0012 1/23/1973 683 DM-5rd?)

150 1143 40 8 1653 041 63.8.-

52 30

- see RB -0012 1/23/1973 883 68 52 3.02 RB -0012 1I/23/97 883 0/- Qsd?

-18 1225---4164 1653 0.AO 64 53 2.50-

_6.2_

RB -0012 1/23/1973 683 OM-5 (mod?) )

182 1 22.1 4098 11656 OAO............

52..

3.006.601 RB -0012 1/23/1973 683 D0-S (mod ?)

181 1244 4092 1653 0.40 66 54 2.75 6.00 RB -0012 10/23/1973 683 0 M5 (md ?)

149 1300 4080 1656 t.41 66 55 2.75 5.98 RB -0012 1/23/1973 683 OEM-S (mod ?)

183 11 4074 1658 OAI1 not used-seIa1n..t

-el sewhere 0.00 RB -0012 1/27110J 6W

>CM 183 5g 3474$

131

.A0 2.99 RB -0012 1W W

)

4

.00 RB -0012 1/27/1973 690 DM Mod 153 712 4098 1659 0.40 62 53 3.00 4.0 3.0o RB -0012 1/27/1973 690 l

Mod 150 725 4086 1

1659 0.41 62 52 3...

5399 RB6-0012 Mod 182 75.0 4098 1658 OAO 63 53 3.00 01 12/3/2009; 4:03 PM Page 5 of 8 test data original filled vl.xlsx

CR3 - concrete pour data P0 1 2 7

1/2119 73 690 DM4-5Mod 183 820 4098 1653 0.40 83 52 3.0060 P0 -0012

/1127193

.690OjDM-S-Mo 154 830 409 18556 10 06 4

5213.00

.01 RB-0012 1/27/11973 690 DM-..M.d.17 842 40 1656 0.40 64 5

3.00 6

RB.-0012 1/271973 690 iDM-5-Mod 150 848 4092 1656 01.

64 53 3.00 2065 RB -0012 1*&171973 6 182 900 4110 1655 0.40

-64 53 4"

0.00 P0-0012 1/27/1973 690 DM-5-Mod, 183 915 4116 1653 0300 6.04 RB-0012 1/2711973 690 DM-5-Mod 11650 0.40 64 53 2.70 600 RB -0012 1/27/1973 690 DM-5-Mod 150 948 4096 1656

10. 40 65 54 3.00 601 R5.-0012 1/27/1973 690 DM-5-d 147 952 4098 00 14 m

14 65 54 3.00 6.01 4

0 6 7..4..5..3..2.3....

2 P8 -0012 1/27/1973 890 DM Mod 182 958 4110 1659 0.40 66 55 2.50 6........

0 8 -0012 1/27/1973 1 690 DM Mod 149 1002 4092 1656 040 68 55 2,25 6.0 P8 -0012 1/27/1973 690 *DM Mod -183 1042 4092 165 0.40 66 5

.. 3 3.00

....... 6. 10 0

RB -0012 1/27/1973 690 DM Mod 150 1053 414 1653 67 54 2.50 3.7 2063 6.02 RB -0012

.1/27/1973

69.

DM-5-.Mod 142 1108 4122 1656 0.40 67 55 3.00 6.04 P0 -0012 1/2711973 690 DM5 Mod 18 115 4086 ih>.1659 0.1 6

-5 30 Pour Con pltheorpu P0 -0012 1/27/1973 690 DM-5-Mod 183 1200 4086 1653 040 RB-00120 Pour soCo 5

M U

R2 040 7

0 RB-0012 RB -0012 RBa-012 RB -0012 RB -0012 2/2/1973 699 DM Mod 150 816 4086 1657 041 70 61 1lI/t 5.99 RB-0012 RB-0012 2/2/1973 M699 D 153 85 486 1652 0.40

70.

RB-0012 2/201973 1 699 DM-5-Mod 183 908 4074 1659 041 73 56 3.00 5.97 RB-0012 2/2/1973 8996 DM-5-Mod 154 930 4068 1662 041 70 60 1.1 3.2 2170 RB-0012 2/2/1973 699 DM5-Mod 182 935 4098 1656 0.40 70 58

6. y....

ydnot used 0.00 RB-0012 2/2/1973 j 9

DM-5-Mod 150 950 4098 1656 0.40 Pour not used 0.00 RB -0012 10 wu 348 " "

1 RP -0012 P8 -0012 2/13/1973 702 1 M-5-'Mod 153 910 4086 1655 0.41 50 51 27115

-00 2/13/1973 M-149 921 4098 1658 0.40 50 58 25 P0-0012 2/13/1973 702 DM-5-Mod 154 944 4116 1653 0.40 62 57 3.006.04 R B 0 0 1

............... 0 *

..4............

RB-0012 2/13/1973 702 DM Mod 150 1012 4098 1653 0.40Z.

67 5

2.75 3.8 2174 6.01 R -0012 2/13/1973 72 DM4-Mod 1

09.653 "0.40 6

6.68o56 RP -0012 2/13/19*

3 702 Mod 153 i--"3--

4092 1653 69 56 3.300, i

6.00 RP-0012 2/13/1-973 702 DM-5-Mod 151 104-4 40 165-I

0.

. 4 69 55<

3.00 5.96 P0 -0012 2/13/1973 702 DM-Mod 149 1113 4086 1720 042 69 5

RP-0012 "213/1973 702 -DM--Mod 150 1133 4104 1654 0.402 69 55:

3.00 6.02 R B -0 1

................. i 0 ::::

1..'I.5..........49..

.......... 6 RP0-0012'

/317 0

D"-5Mod 153 1140 409 1657 0.401 69

-n63.0 3

2175 6.00 2/13/1973 702 DM-Mod 151 1153 40 1654 04 6

P0-0012

/13/1973 702 D"5Mod 149 1215 406 1654 041 69 60 5

30 098 RB-0012,2/13/1973..

702...DM4-Mo 150 1232 4074 1655 041 70 56.....

0.97 RP-0012

299, 1

to 91l3,,

RB-0012 7

2.99 RB-0012 2/16/1973 713 DM-,-Mod 150 1056 4074 1655 041 50 59 2.15 597 RB-0012

/16/197397*731DM-5-Mod 152 1112 4068 1688 041 50 58 3.00 598 RB-0012 2/16/1973 DM Mod 182 1205 4074 1653 041 52 4

5275

-97 RB -0012 2/16/1973 DM Mod 148 1220 408.

1653 713.DM.........148.12.0.40 5.2 54 2.50 5.........

5.99 R B -0 0 2 '* 6/ :19 3...........D M :5 M od

J8 '.......................................

'...6..............

P8 -0012 '2/16/1973 713 D-5. Mod 181 1239 4086 1656 107411 52 53 3.00-213 MnsTclktSN45 00 RP-0012 2/16/1d973 713*

DM-Md 2183 Missing Truck Ticket S/N2450 RB-0012 2/16/1973 713 DM-Mod 148 1325 4086 1653 0.40 56 2.75 9

5-0012 212 4062 1659 0418 2.50 5.90 RB-0012 2/16/1973 713 DM-& Mod 150 1341 4104 1659 040 49 57 2.50 6.02 RB-0012 2/1/1973 713 DM4 Mod 181 1357 4096 1656 04 9

57 2

P0-0012165 040 4

56 12.75 26 0

RB-0012 2/16/1973 71 DM--Mod 149 143244092 16 5

RB-0012 I"'16/1973 DM Mod 148 1455 4086 1653 040 48

,8 5.

RB -0012 2/16/1973 O.713 D

Mod 154 1505 4080 1650 040 48 56 300 RB-0012

-Y" 2,/I6/19 713 DM-5

.16-Mo 1 5

4159 0

.41 4.8..

56 300 5.98 RB-0012 2/1i/19T 7131 DM Mod 1501528 4062.

1659 01 456 56 300 5.98 0

1

/9 7

.4..........

.................................................................................. 5......

P0-0012' 2/16/1973 713 1D"-5Mod 1490 1528 4074 1662 0.41 45 556 0

5.97 P0 -0012 2/16/173 71 DM4-Mod 154 1604 408M 1653 0.40 45 54 2.0599 R B -0 12

' 21i6 1§73.......

D..-.................. 1 4.

...1 04...........4 8............... 6 3............

54 5

.......... 99..

RB -0012 2, 3.00 R0 -0012 210 71 C

5 4

w18 A

82.99 RB-0012 Q2/221973 719 DM-5-Mod 147 851 4086 1658 041 48 56 3.00 599 P85-0012 222973 4-Mod 148 904 4092 1649 0.40 48 3.00 600 RB-0012 2/22-1i7J.

719 DM-5-.Mod 154 915 4080 1655 0,41 52 56 2.50 5.98 P8.-0012 2/22/1973 719 DM Mod 150 931.. '

.'4068 1653 0.41 54 56 2175 3.5 2191 5.9 P.-0012

2.

DM Mod 149 948 4098 1653 040 58 54 2.75 6.01 P8-0012 2/22/1973 719 DM Mod 153 1000 4110 1653 0.40 61 56 20 603 RB-0012 2/22/973 719. 1 6M-5-Mod 147 10 4062 1653 0.41 61 55 3.00 5.9 i..

RB-0012 2/22/1973 719 DM Mod 148 1015 42 1656 0.40 61 58 2.50 6.00 P-0012 2/22/193 719 j DM Od 150 1035 4092 1659 0.41 61 58 2.50 8.00 RB-0012 2/1

.973 719 1 DM-5-.Mod 154 1041 4092 1659 0.41 61 58 3.00 3.5 2192 _

8.00 P0-0012 221973 7

M153' 1114 4098 1656 040 61 59 3006.01 RB-0012 2/2/1973-719 DM4-Mod 147 1132 4098" 1656 0.40 62 59 32.7 6.01 P8-0012 2/2/973 _719 DM5Md 18 14'5 49 16 4

2 5

3 0

12/3/2009; 4:03 PM Page 6 of 8 test data original filled vi.xlsx

CR3 - concrete pour data RB 60012 221973 719 DM Mod 154 1201 4092 1655 0.40 4

56 275 6

.00 RB-0012 2.221973 719 CM--Mod 149 1213 40.6 1655 0.41 66 53 2.75 5.99 RB-0012 221973 719 DM-- Mo 1i-50 1220 4080 162.

40 5

3...............000 5.98 RS-0012 2/22,1973 719 CM-S-Md 153 1255 41652 0.40 66 54 300 3 yd.notused

2. 99 R8 -0012 3l1/1973 729 SCM 147 1203 696 RB -0012 litg 729.

.....N

.10.

RB-0012 3/1/1973 729 DM-5-Mod 150 1225 4092 RB-0012 3/1/1973 729 DM-5-Mod 148 1236 4080 RB -0012 31/1973 729 CM-S-.Mod 147 1300 4086 RB -0012 3/1/1973 729 CM..

-SMod 149 1307 4092 RB -0012 3/1/.1973 729 CM-SMod 183 1316 4092 RB -0012 311/1973.729 M Mod 1510 1329 4092 RB -0012 RB -0012 RB -0012 31/1973 729 CM-SMod 149 1358 4098 RB-0012 3/1/1973 729 DM-5-Mod 183 1412 4092 RB,0012 1973F729rC M -Mod 150 1427 4088 RB -0012 UI 2k D

W 1

i" t

P6-0012 ms RB/

729 CM-Mod 149 1441 4086 PB -0012 3/1/1973 729 CM-S-Mod 147 1605 4092 R6-0012 R8 -0012 3/1/1973 729 CM-S-Mod 150 1520 4086 RS-0012 3/1/1973 729 CM-S-Mod 149 1527 4092 RS -0012 3*/1/973 729 CM-S-Mod 147 1548 406 RB -0012 3/1/1973 729 CM-S-Mod 148 1659 4092 RB-0012 3/111973 729 CM-5-*Mod 150 1606 4080 RB-0012 3/1/1973 729 CM-5-2Mod 183 1637 4G80 RB -0012 3;/1/1973

.72)

CM-S-Mod 147 1655 4086 R8 -0012 3/28/1973 745 72550-2-Mod 148 831 4500 RP-0012 3/28/1973 745 727550-2-Mod 149 843 4500 RB-0012 3.2811973 742 W

RB-0012

=

328/1973 745 727552-Mod 154 915 448 RB-0012 3/28/1973 745 727552-153 935 4482 P6-0012 J-/9193~14 6

4506 R8-0012 p A8/1973

.... 745727550-2-Mod 161 1

458

- 449 PB -0012 3/2/193 7&t7 755~~o 4

08 46 RB-0012 3/28/1973..... 5 f2752 i83 0201 4500 RS -0012 3/28/1973 5 7 7-'4',5

27550-2-Mod 154 1100 4512 P

0

-0012 28/1973 745 727550-2-Mod 15

.3

'.1115 45 RB-0012

/973 7181 1135 4488 RB-0012 3/28/1973 745 727550-2-Mod 151 1150 4494 RB -0012 3/28/1973 745 727550-2-Mod 5148 -

1156 4462 RB-0012 3/28/1973 745 727550-2-Mod 183 1201 4470 R B -0 0 1 4 /9 1 1 73

.5 5 0i 2_2".........

RB-0012 3/2 719327 149 1214 R8 -0012 3128/1973 745 727 154 1254 4488 RP -0012 727550-2-Mod 153 1300 4470 RS6-0012 4/9/9733 749 27-5'50--2"-Mo-d

_151 1304 4508 RB -0012 498 74.2

-. 18 1015 4

P-0012 4/9/193 749 727550-2-Mod 153 1124 4482 RB~~~~~~~~.....

"Ii*-3'T";9*.........

RB -0012 4/9/1973 1 749 " 72755-2-Mod

.13 101 R6-0012 Q14/1973 74911 275s0-2-M6410 181 1045 4482 RB6-0012

&§ 74 7275502Mod P

0012 4/9/1973 749 7

727550-2-Mod 151 1135 4518 RS-0012 4/9/1973 1T 749 7275 d

18 16 46 R8 -0012 4/9/1973 749 727550-2-Mod 154 1232 4500 P6 -0012 4/9i/1973 i749 727550- 2-Mod 183 1250 44182 P6 -0012 4/9/1973 749 727550-2-Mod 154 1300 4512 P6 -0012 4/9/1973 749 727550-2-Mod 1513 12312 4406 P6 -0012

,4/9/1973 749 727550-2-Mod 149 1319 4500 RB-0012 4/911973 t 749 727550-2-Mod 181 1323 4484 RB-0012 4/9/1973 3 749 727550-2-Mod 153 1330 4488 RB-0012 4/9/1973 749

- 727550-2-Mod 183 1336 4500 RS -0012 4/9/1973 749 727550-2-Mod 184 1419 44884-IRS6-0012

-012

-1 "4

RB -0012 4/27/1973 762 727550-2-Mod 150 1305 4482 R8-0012

,41271973 762 72755-2-od 15 320 1419 4488 RB -0012 4/27/1973 762 727550-2-*M 148 1i33 4512 R8 -0012 4/27/1973 1 762 727550-2-Mod 147 1356 4506 RB-0012 4/27/1973 762 727550-2-kod 183 5

1414 4536 RP-0012 4/27/1973 762 727550-2-Mod 153 420 458 12 P6 -0012 4/27/1973 M

76 72550-2-od 154 L-1441 4536 P6 -0012 4/21/1973 762 727550-2-Mod 148...jý L

1455 4488 RB -0012 42/9

-76 727550-2-Mod.147 157 4506......

0 RB -0012 4/27/1973 762 7255-2Mo

'7'10 40 2763 0).40 1726 0 42 7

55 300 1657 0.41 76 55 300 1654 OAO0 77 55 370 1657 OAO 75 54 3.0 1657 0.40 75 58 2.50 1654 0.40 75 59 3.00 6.00 5.98 599 6.00 16w5 0.40 75 1655-0.40 73 1655 8

0.41 73 4 1658 0.41 72 1.....

655.....

41..

73 1658 0.41 71# -

1658 0)41 7

1719 0406 70 1716 0.38 70 1676 0.38 70 1715 0.38 71 17218 0.3 72 1 6511 0.3416 72 S1718 0.41 72 1712 0.3A 7

1716 0.38 72 1719 0.38 72 1719 0.38 72

..17 0.38 70 1719 0.38 72 171.

0.38 72 1718 0.38 70 17 0.38 72 1722 0.38 72 1716 0.38 76 1714 0.38 76 1772 0.38 76 172219 0.38-777 1719 0.38 77 56

  • 2.25 i

-6.50 56 225 5.

55 2 250 60 54 3600 55 3,00 5099 55 304D yd ent lsewere4.00 56 1 S59 55 3.2 22.......

598 55

,300 2

ydnotused-prover

,398 Not used-y~

povrqer 000 52 4.00 52 3.50.

52 4.00 53 4.00 3.2 2228 55 3.50 53 j4 rmn' 53 4.00 55 3.75 56 4.00 55 4.00 3.6 2229 58 59 3.25 56 3.25

'3.2" 30 57 41C0 f4R~fA~fAAW, 00 6.02, 6.00 6.00 5.98 5.98 6.02 6.00 5

.9 8......

5.98 5.98 5.00 55 4.

5 5......., 5,........

55 3.75 56 4.00 57 3...

50 34 55 4.00 1715 77 8.00 1713 0.38 77 1714 0.38 77 1714 0.38 77 1719 0.38 77 1711.

0.38 78 1714 0.39 78 17*4 0.39 78 1719 0.38 78 1716 0.38 78 1721 0.38 78 1717 0.38 77 58 i4.00

58.

3.75 55 4.00 58 3150 34 58 416 56 At 55 3.75 56 3.50j 52 4,-0 6.00 5.99 6.01 5.98 5.98 2235.

6.01 6.00 R"Ole, G-hgW'0.00

~6.05 6.01 5.98 6.02 5.88, 22366.00 5.98 6.00 2 yd rejected-pourcoomplete 3.98

@1 38 75 60 2175 3y1Senteýsawlier....

2.98 1723 0.38 75 59

-3.00 5.98 76 0.38 75 59 375 6.02 1721 0.38 75 56 4.00 6.01 1

.723 38 75 58 3.25 6.05 1723 0.38

_75 56 4,j) 6.02 1717 0.38 75 54 3.25 6.05 1723 0.38 72 56

3. 0

-22511 58 1723'-

0.38 72 56..........

3.00ý 6.00 12/3/2009; 4:03 PMV Page 7 of 8 test data original filled vl.xlsx

CR3 - concrte pour data fube LT7a ¶le*

Ceet Tw<7r rN o~t Used' RB -0012 412711973 72 7550-2-Mod 150 1515 4512 1732 0.38 72 55 3

.75 8.02..........

RB -0012 4/27/1973 762 727550-2-Mod 183 1525 4494 1714 0.38 72 56 2.75 5.99 RB -0012 4/27/1973 7827550-2.Mod 154 1535 4500 1717 038 RB-0012 4/27/1973 782 727550-2-Mod 147 1550 4476 1717 0.38 4

.Z97 RB-0012 4/27/1973 72755-2-od i53

,1605 4482 1717 03 75.98 RB-0012 4271*97ý-1973 6

727550-2-Mod

-s150 1615 4512 1717 0.38 71 52 3.75 1

3,4 2252 8

02 R B -0 0 1 2 4 / 2 7 / 1 9 7 3 7 8 2 7 2 7 5 50 M o d 1 8 3 1 6 2 5 4 5 0 0 1 7 1 7 L.

8 4.

7 065 RB -0012 41Q27/1973 782 727550-2-Mod 154 1631 4488 1717 0.38 70 52 3.75 59 RB -0012 4/27/1973 782 727550-2-Mod 147 1645 4488 1723 0.38 70 51 3.25 3.4 2253 598 R8B-0012 4,27M1973 i7 727550-2-Mod 153 1855 4524 1717 038 70 51 375 Pourover-notused 000 RB-0012 4/2/1i973 782 727550-2-Mod 150 1717 4506 1723 0.38 Pour.over-..ot used 0.00 RB -0012 RB -0012 5/3/1973 RB -0012 5/3/973 RB -0012

&5/31973 RB -0012 5//1973.

RB -0012 5/3/1973 RB -0012 5*/3197-RB -0012 5/3/1973 RB -0012 5/3/1973 RB -0012 5/3/1973 RB -0012 5"3/1973 RB -0012 5/3/1973 RB -0012 5/3/1973 RB -0012 5/3/1973 RB -0012 5/3/1973 RB -0012 5/3/1973 RB -0012 5/3/1973 RB a012 531973-76O 789 789-789 78-9 789 789 A8 606 76 040 7

6.02 727550-2-Mod 150 1010,45001713 03 75 s6 3 25 6.00 72502-o 49 12"""' 48 713 0.38 75" 8

35 5.98 7f27550-2-Mod 1-48 1045 -45600-fN-174 38,,,4, 7^,,,,,,.57 300 60 727550-f2-Mod 15 1058 4488'171 0.I 75 350f

-t

____~~5 3____

5.98 727550-2-Mo 15 113 40 1720 0.38 78 58 3.50 3.5 2282 6.00 727550-2-Mod 149 1124 -'-

45-00 171-7 0.8 7

8 -80 0.3 7

56 4, 5

. 00....5 727550-2-Mod 148 1141 4494 1714 0.38 77 58 <.3.25

..... 5.99 727550-2-Mod 151 1149 4512 1717 038 77 58 4.00 A.02 727550-2-Mo

.d 154 1154 4524 1717 0.38 77 55 45 8..

03 1.........................

72 5.--.

.4 4 5.

.2 1

75 0.....

0.

727550-2-Mod 150 1158 481 2 1717 0.38 77

5.

4082 7255--Md 15 13 45 117L

  • -o-,,L -,.8-,.,.**......................................

I I.........,,,,,

727550-2-Mod 149 1205 4500 1720

<04 77 5

3050 8....................8 0,

27552M 150 1250 4512 171720 8...

727550-24-Mo 1548 10i 4512 "1717T8 8-2 i58 4.00 r o 4

8.01 727550-2-Mod 148 1310 4512 17171 0.38 82 58 3.00 6.nlse-oroe 02

-- ý2W2-4W 149 bbd 5-06

-j fl-

--k-6.'"

A

0.

40*..

71.0.. 5.97

3.
34.

1 1 4..

o

..-Maxi 0.44 92.00 8.00o5 t024_45.0 50.00 01 I oi ý:,

12/3/2009; 4:03 PM Page 8 of 8 test data original filled vl.xlsx

IFM 3.2 Exhibit 1 Core Pour mix Cy*r3 ID dq Mo__

dry ylf e

c p

NO.

No.

Nulmiber OW f*vay CwJa"

___N

__9AW 508 54 1

2.54r 146 63 472 j~DM-5 If1799

~IItIZI-.~.~~'

463 4763 520 552 TI"17-79 3.30E+06 02 65 425 M-5 1670T4480 5480 656 2.5 169 5990 16470 68 6050 1.671 3540 5310 6180_

1671 3870 i4155 566 53 61 620 6

1%

13 395 2.70E.06 0.18 553 6010 00 ;Ij 7 12 1 16%58 02 6 38 D

16'23 334-0 53'90' 7000-f.5I_

11624 3890 486 6400 7%A~L__11

_-60 1624___

4300 378 490 588 58 6503 74 2%

130%

101%

____+0 0_

22____

40_75 1809 4160

_4510

~

5750

-~2.57 158 6100 I

4000 40D 4740 6010 6610 1810 4160 4058

-ýO 19 5858 78%

-1% 14%

10 6437 3.05E+06 0.222 31 487 SCM rn*

BayO0010 1851 45304 5290 5780 8810 DM-S

ýpanelK 1851 4600j 5020 E 10 Mortar samples -

II 183 4670 5340 67701 1853 4740 4715 5620 5348 1672 657

&8%

122% 165%

8810

-"Mm ay0014 1852 49240

_53200 6380 83..,,

10--

DM-5 panelL 1712 __

5450 6460 97 11713 4990 j 6210 76714028

]1641 1ILZ>713~

5010 4585 6030 5848 73401 6730 ýý 8 1%1489%

__8 16 71 MS 90640 6650 2.54

.4A% 8220 4810

-65 610030_

50_

0 5410 j7290 7520 5ILI1 fi 405 7973 74701 7015 85%

12%

137%

113%

60 fHatch 1 727550-2

___t1 2.47

14. I t1 I
  • Grout cores with aggregate inclusions F alsDensity Volds PC EC Poisson Average:

80%

111%

134%

115%_

2.53 7366 7489 3.23E+06 0.2Z2 Max:

88%

128%

165%

135%

2.57 17%

8970 8810 1 3.90E06 0.25 Min:

871% 100%

113%

101%

2.46 14%

5990 6395 2.70E+06 0A1 Count:

1 7

8 7

CR3 - PI'l 12/9/20099:47 AM Break Test Summary.xis

FM 3.2 Exhibit 3 Page 1 of 2 FPC W-112 Page 1 1/6176 PROCEDURE FOR BATCHING GROUTIAND CONCRETE 1.0 PURPOSE 1.1 The purpose of this Procedure is to specify the method of batching Grout or Concrete in small amounts at Crystal River Unit #3.

2.0 RESPONSIBLE 2.1 J. A. Jones Construction Coffpany is responsible for implemen-tation of this Procedure.

3.0 REFERENCE 3.1 (PTL Q-9)

Quality Control Procedure for Batching Structural Concrete.

3.2 (PTL Q-3)

Quality Control Procedure for Furnishing, Delivery, Mixing, and Testing of Ready-Mixed Grout.

4.0 PROCEDURE

4. 1 batching Grout A.

Cr,,jt will be mixed using a paddle wheel cement mixer.

6. SCM Mix (One Cubic Yard)
1.

Type II Cement - 1,16n pounds

2.

FA (sand)

- 2,276 pounds

3.

Water 460 pounds

4.

Daratard 24 ounces NOTE:

Mixes less than one cubic yard are permitted as long as the correct cerent. FA (sand), water, and daratard ratio is main-tained and verified by the Independent Testing Lab.

C.

The above material wi~l be obtained from West Coast Concrete and stockpiled in such a manner to prevent contamination of the material.

FM 3.2 Exhibit 3 Page 2 of 2 FPC W-112 Page 4 1/6/76 H. Testing:

I. Out 'if the First Batch we will take a sl

- test.

Out of the Second Batch, *he yield tesW

.ir výst will be taken.

2.

The First iatch will not be placed until after mixing and testir, j of the Second Batch for respective tests.

3.

Concrete cylinders will be taken from the First Two Batches as a coiposite.

~

FM 3.2 Exhibit 5 (8 Pictures) i L

JFM 3.2,Exhibit r

  • h2 Exhibit 5:

Constructior Urack tollows groutl concrete interface