ML102880516
| ML102880516 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 01/16/2010 |
| From: | Chris Miller Progress Energy Co |
| To: | Robert Carrion, Lake L, George Thomas Office of New Reactors, NRC/RGN-II |
| References | |
| FOIA/PA-2010-0116 | |
| Download: ML102880516 (53) | |
Text
Sengueta, Abhijit From: Miller, Craig L [Craig.Miller@pgnmail.com]
Sent: Saturday, January 16, 2010 1:19 PM To: Lake, Louis; Thomas, George; Carrion, Robert; 'trowe@wje.com'; Sealey, Mac Cc: Williams, Charles R.
Subject:
Failure Mode 2.6 for Review and Commet"-
Attachments: M 2.6.pdf; FM 2.6 Exhibit 1 - Law Engineering mix design tests.pdf; FM 2.6 Exhibit 2 - pour
/'0cards from bay RBCN-001 5.pdf Mr. Lake and others, Attached for your review is the draft of FM 2.6 and some of its exhibits. Due to file size, this FM will be delivered in two separate emails. If you have any questions, please contact Charles Williams or myself.
Thank you, Craig Miller 1
1 2.6 Inadequate Mix Design
Description:
Inadequate mix-design of concrete constituents such as cement, admixtures and aggregates can result in reduced concrete physical properties, i.e., strength and modulus of elasticity. The reduced physical properties could contribute to stress induced cracking.
Data to be collected and Analyzed:
- 1. Original mix designs by Law Engineering (FM 2.6 Exhibit 1)
- 2. Concrete pour reports (Representative sample of pour records are included in FM 2.6 Exhibit 2)
- 3. Original concrete test reports. (FM 2.6 Exhibit 3)
- 4. Petrographic examination of core samples performed by Erlin Hime, CTL, and MACTEC (FM 2.6 Exhibits 4a, 4b, and 4c)
- 5. Strength testing and modulus of elasticity testing of core samples by S&ME. (Selected sample of cores, FM 2.6 Exhibit 5)
Verified Supporting Evidence: None Verified Refuting Evidence:
- a. Compressive strength tests from original construction testing and from cores taken from subject concrete verify compressive strength exceeded the 5000 psi specification. (FM 2.6 Exhibits 3 and 5)
- b. Modulus of elasticity testing yielded results ranging from 2.70x10E6 psi to 3.90x10E6 psi with an average of 3.23x1l0E6 psi. This is lower than the ACI calculated values of 4.20x10E6 to 4.48x10E6 psi, but greater than the 2.5x1 0E6 psi used in the design. (FM 2.6 Exhibit 5)
- c. The original mix design called for 635 lbs cement, 1800 lbs CA and 1140 lbs FA (per cubic yard). This was later modified to 682, 1800 and 1100 lbs respectively. Daily pour records verify that the concrete batched complied with the mix designs. (FM 2.6 Exhibits 1 and 2)
- d. The Petrographic evaluation by Erlin & Hime, CTL and MACTEC found well consolidated concrete with coarse aggregate making up about 50% of the total aggregate. Aggregate to paste bond was tight.There was no evidence of any deleterious chemical reactions involving the cement paste and/or aggregates. The concrete is considered to be in good condition. (FM 2.6 Exhibits 4a, 4b, and 4c)
Conclusion:
There is no evidence of inadequate mix design or batching during construction.
1/4/2010 10:08 AM P1 Pupietaf Cnfie,-,tra',2009 Page 1 of I Draft1 iI l,.
U FM 2.6-Exhibit 1 Page 1 of 45
- LAW ENGINEERING TESTING COMPANY M W OTOFFICE BOX 15697 469~.CURTIS STREET TAMPF'-LORIOA 33614 I May 21, 1969 U
West Coast Concrete, Inc.
South Highway 19 Crystal River, Florida I
Subject:
Concrete Mix Designs Crystal River Plant Unit No. 3 Florida Power Corporation I Gentlemen:
As requested and authorized, Law Engineering Testing Company has completed the subject concrete mix designs and the results are presented in this report.
I ,All materials used in these mixes were delivered to our Tampa laboratory. The mixes were designed in accordance with Addendum B of the furnished specification SP-5569 and Florida Power Corporation's letter to you dated March 26, 1969. A total of 12 cylinders was made from each mix design and tested at 7, 14, 21, 28, 56 and 90 days.
We were also requested to perform certain compliance tests on the cement, fine aggregate, and coarse aggregate. These tests were performed by our Atlanta Laboratory. The cement was sam-pled and shipped by us from the material submitted to us for use in the mix designs. The aggregate samples were shipped 3 directly to our Atlanta laboratory by you.
I I
FM 2.6 Exhibit 1 Page 2 of'45 I LAW ENGINEERING STING CO.
I P. 0. BOX J5697 - TAMPA, FLORIDA 33614 West Coast Concrete, Inc. May 21; 1969 I Crystal River, Florida Page 2 If there are any questions, or if we may be of further assis-tance, please call on us. Additional copies of this report I will be furnished when the remaining test results are avail-able.
I Very truly yours, i LAW ENGINEERING TESTING COMPANY I
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FM 2.6 Exhibit 1 age 4 of'45 L AW EVMEERMG ESTING q~ IA 4619 W. Curtis St.
- P. 0. Box 15697 TAMPA, FLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Client: Florida 'Power-..Corporation Office: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 Riv'er Unit No. 3, Crystal River, Florida Lab. No. T-215 6 1 (A-I)
MFix',made 4/19/69 Mix No. Iof 3 5000 P.S.I. at 2S Days Max. Placing. Temp. 70' F. 6- Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Company -Coarse Aggregate Florida Crushed Stone Co.
(Moderate Cement Florida Portland Type II Heat) Admixture Daratard HCF & Tlarex CHARACTERISTICS OF MATERIALS FINE AGGREGATE COARSE AGGREGATE SIEVE SPECIFICATION % PASSING SIEVE ASTM NO. 467 5 PASSING 3,/- Avg. Sample 2 J/" Avg. Sampole 75 4 No. 4 99-100 100.0 2":
No. 5- R9-100 QQ A 11/I " _qs-Ion 100.0 No. 16 65-97 92.0 10 -- 61.8 No. 30 30-70 62.5 W0, 35-70 48.8 I
if - 29.8 No.50 5-35 21.5 1.9 *,," 10-30 2"_
No.100_ 0-5 No. 200 No. 4 0-5 5.0 N1% ai QJ1 A RANGE Fineness Modulus 2.20-2.40 2.22 7,15-7..45 7.22 Size- #8 I kru'AiI 'a,~ £J Dry Rodded Weight, PCF Absorption, 91 1 L04 2.50 91
- 3. ;
a Organic Matter, Plate Lighter than Standard Air Temperature, 80 F Cnn~cretP_ Temn - F%3'R A *WA I
IFal iJMI M Water-Cement Ratio, Gals. Per Sack D. U Speciried Maximum Required Slump, Inches Maximum 3 Actual Slump, Inche- 2 Air Content, % by Volume- Specified 3 - 4 Actual 3.0 I Ave. Comp. Strength, 7 Days, PSI 5310 - 5090 Average 5200: 14 days 5520-5660 Avi.5590 Ave. Comp. Strength, 28 Days, PSI 21 days 5770-6100 Avg-5940 7- ri,,S 0S 6-6Sa1 -_,,g. 6300 AiATERIALS PER CUBIC YARD WET hiATERIALS PER CUBIC YARD (Saturated Surface Dry) (Moltumu ]Fue AcX.'4%; Coam A=*.-#%)
Cement, Lbs 611 611 Fine Aggregate, Lbs 1177 SiZZ Coarse Aggregate, Lbs 1o00 Water, Gals 32.5
- & VII-,- Daratard HCF 19.5 oz i 19 .3-0 .,
Dar ex 29 n7.
Reapectjully submitted, I LA ENGINEERING TESTING CO.
&Iwr'Lýý Za- Walt er T. Ki se r
- FM 2.6 Exhibit 1 G AOPa ge 5 of 45 V LA W CTk4mNJEE 5A OV 4619 W. Curtis St. o P. 0. Box 15697 TAMPA, FLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Client: ,Florida, Power -Corporation Office; Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T- 21562 (A-2)
Mix.made 4/19769 Mix No. 2 of 3 5000 P.S.I. at 28 Days Max. Placing Temp. 70 -F. 6.75 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Company Coarse Aggregate Florida Crushed Stone Co.
(Moderate 4 Florida Portland Type 11 Cre Bleat)i Admixture Daratard HQF~ & Th;irex CHARACTERISI57CS OF MATERtIALS FINE AGGREGATE COARSE AGGREGATE SIEVE SPECIFICATION % PASSING SIEVE ASTM NO. 467 % PASSING
/ oiAvg. Sample 2 1/" Avg. SamDle No. 4 ...99-100 ý100.0 No.8 85-100 99 4 IV)" Qs-lnno 100.0 _
No. 16 65-97 92.0 t" -- 61.8 No. 30 _ 30-70 62.5 ý4" 35-70 48.8 I
I 5-35 21.5 29.8 VrI50n.
No. o-5 1.9 V. ,,10-30 ... 22-.0 ,
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I Fineness Modulus 2.20-2.40 RANGE 2 22 RANGE 7.15-7.45 7.22 U Size -_ 8 U
I Specific Gravity (S.S.Dry) 2 .6 20 ql. 1 ...... . . 1 *9 Dry Rodded Weight, PCF Absorption, % 0-4 Organic Matter, Plate Lighter than Standard Air Temperature, 800F Concrete Temo.. f0° F IrrTcr IIJ I
A"/A UP i ,P I Water-Cement Ratio, Gals. Per Sack Required Slump, Inches Maximum 3 4.81 Actual Slump, Inches Air Content, % by Volume Specifieid 3 -Actua 3.5 Ave. Comp. Strength, 7 Da'ys, PSI 5380 -130 Average 5560:14 days 5700-562n Acvg 9660 Ave. Comp. Strength, 28 Days, 2!1day 30-6400 AK,.6370:28 dlayQ 663Q-6,9Qfl tvicv 6590 I1 I4ATCRIALS PER CUBIC YARD (Saturated Surfaew Dr7)
WET MATERIALS PER CU31C YARD (Moistures Join* Aug. 4%1 Coarse Acr.-C%)
Cement, Lbs 635 635 Fine Aggregate, Lbs 8156 120-4 I Coarse Aggregate, Lb.
Water, Gals
.800 3 2*52 27.0 A . Daratard HCF 9 0 9q n 90(99)' ý T)n r io- 9 Q m rV7 Respectfuslly su~bmitted, W~NGIN-E RING T STIN-C %-O.
FM 2.6 iExhibit1 , iTPG age 6 of'45 4619 W. Curtis St. a P. 0. Box 15697 TAMPA, FLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Client: Florida Power Corporation.: Offce: Tampa Project: Florida Power -Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T- 21563 (A-3)
Mix made 4/19169 Mix No.3 of 3 5000 P.S.I. at 2S Days Max. Placing Temp. 70'F. 7.0 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Company -Coarse Aggregate Florida Crushed Stone Co.
(Moderate Cement Florida Portland Type II Heat) Admixture Daratard HCF & Darex CHARACTERISTICS OF MATERIALS FINE AGGREGATE , COARSE AGGREGATE SIEVE SPECIFICATION % PASSING SIEVE ASTM NO. 467 % PASSING Avg. Sample 2 1/' Avg.
A ampie No. 4 99-100 100.0 20*
No.& 85-100 99 4 IV" " c,-.1n 100.0 No. 16 65-97 92.0 " ,- .61.8 No. 30 3-70 .62.5 35-70 48.8 No. 50 5-35 21,5 -.. 29.8 No. 100 0-5 1,.9 W, 10-30 22.0 No. 200 No4 0-5 5.0 No. 1-L6.
RANGE RANGE I Fineness Modulus Sz VU %'A.
2 .20- 2. 40 2 22
- 8 7,15-7.45 7.22 lII 2.50 4 Xh.
A yILjy Dry Rodded Weight, PCF
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...... 9 1 .9C 91,1 -1.6 Absorption, % 0-4.
Organic Matter, Plate Lighter than Standard Air Temperature, 81r F Concrete Temp.. R'-F 2 "rrc r r% ATA lb.DI ~
I Water-Cement Ratio, Gals. Per Sack Required Slump, Inches Maximum23 4.b4 Actual Slump Inches 2 -3/4 Air Content, % by Volume Specified 3 Actual 3.4 Ave. Comp. Strength, 7 Days, PSI 5380 - 56U0 Average 55Z0 ;.14 days 6160-'300 Av .6350 Ave. Comp. Strength, 28 Days, PS days 6320-6370 Avg. 6350;28 days 6600-6b80 Avg.6640 MATERIALS PER CUBIC YARD WET MATERIALS PER CUBIC YARLD 4UMMUt41 Surfflcs D27) (*M*ttus Mi.WAvg. 4%1 Csar" A"=.-**.%
658 658_
Cement, Fine Aggregate, Lbs Coarse Aggregate, Lbs Water, Gals 32-5 27.5 Ae3, ,ii,,' Daratard HCF 21.0 oz 21 oz.
T)P r exe 2.9 oz 2.9 oz.
Respec:.dlly submitted, I LAW FNGIN EING TESTING CO.
mWalter T. Kiser
" FM 2.6 Exhibit 1 Page 7 of 45
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FrIVI -, U ZA III LI, I r 'age 8 of'45 4619 W. Curtis St. a P. 0. Box 15697 TAXWA, FLORIDA 33614 I AGGREGATE TESTS AND CONCRETE MIX VERIFICAT'CN I Cii~n.: Florida Power Corporation Ofice: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 U River Unit No. 3, Crystal River, Florida Mix made 4/19/69 Mix I of 3 Lai). No. T- 21564 (B-i)
I 5000 Fine A~zrezate P.S.I. at 2S Days Silver Sand Company ....
Max. Placing Temp.
. .'Coarse 70°F 6-5 Sacks of Cement Per Cu. Yd.
Aggregate~ F1:rid.q (2rushpd Stone Cnrrrpany Ii tooaeraze .
I %0VIX4 Florida Portland Type II Heat) --
AA-;
. .4 aratard HCF & Darex CHARACTERIS791CS OFAIATERIALS I SIEVE FINE AGGREGATE SPECIFICATION eh PASSING Avz. Sample SIEVE 2V2" COARSE AGGUrGAYE ASTM SIZE NO. 67 % PASSING AvR. Sample 7S .70" No.4 99-100 100.0 No .8 85-100 qq- I V/of No .16 55-.97Z92.0 Il i00,0 100.0 No .30 30-70 62.5 V"90-100 90.4 No'.50 5-35 21.5 20-5i_ 56.8 3,,
No . 100 0-5 l-9 I No).200..
RANGE No. 4 No. 8 0-1 RIANG E..
0-5 .. . ...
8.5 2
Mn,.b,,,,, 2.20-2 .40 U Fineness Specific Gravity (S.S.Dry) 2.22 2 6,?
6.5-6.9 6.56 Dry Rodded Weight, PCF 9 1I 94.6 I Absorption, - %
Organic Matter, Plate Lighter than Standard 0-4 'A,?
Air Temperature, 78°F I Concrete Temp., 45' F T=C" n ATrA I ~.J I r,~~..
LD~ I ~
4nI = C, A X4 -
c'Iz,%. LItiIt."1i Water-Cement Ratio, Gals. Per Sack .u I Required Slump, Inches, Maximum 3 iActua Air Content, % by Volume SpE..if.ed 3 Ave. Comp. Strength, 7 Days, PSI 4600
-. Ac ItuxTp, Inches 4670 Averae e 4640 14 Day 5620-5410 ._90 Ave. Coz-p. Strength, 28 Days, PST 2-1 D)v 6080-6120 A' P--6100 28 Dav 6370-63"u0 AVg-b340 I :.T-'.A:riALS, PER CUBIC YAR~D (Szt.m'd 5n*--c.* Dry)
WIT RIATERIALS PER CU31C VARD)
I Cement, Lbs Fine Aggregate, Lbs Coarse Ag.gregate, Lbs 611 1177 1800 611 1226 1800 27.0 I Water, Gals A Daratard HCF Tfp r~ r- 9 19 5 nz q nv 19.5 oz.
2.9 oz.
I RespectJully subti-ted, LAWENGINEERING TESTING CO.
('7"i~v,'az.*i ."* ,,,alter T. K iser
Page 9 of 45 FM 2.6 Exhibit 1 4619 W. Curtis St. o P. 0. Box 15697 TA1MPA, FLOr.!DA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Client: Florida Power Corporation-. Offlce; Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T- 21565 (B-2)
Mix made 4/19/69 Mix 2 of 3 5000 P.S.I. at 2S Days Max. Placing Temp. 70OF S6.75 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Companvy,.x- .Coarse Aggregaite Elor~cLR Crushed Strnne nrompany Florida Portland Type II Heat) AA., i.f... Daratard HCF & Darex I CH-ARACT~rZISTICS OF MATERIALS I SIEVE FINE A'GGREGATE SPECIFICATION % PASSING SIEVE COARSE AGGS-EGATIS ASTM SIZE NO. 67 % PASSING Avg. Sample 2 V2" Avg. Sample I No. 4 No.*8 99-100 85-100 100.0 9Q 4 2"
100,0 1*, 100.0 16 No. *30_. 65-97 92.0 62.5 .
30-70 "/" 9o-100 90.4 No.
No..50 5-35 _ 21.5 .....
t 56.8
- '" 20-I5* O 41 9.
No.. !00 0-5 1 q
[No. 200 No. 4 01U 8.5 2.2 I Fineness x,*,,,
RANGE 9 90...? 4 2 22 No. 8 0-5 RANGE 6.5-6.9 6.56 ILI AUU 9 2 -2 40 22 3/4'.'
267 9 5(3 Specific Gravity (S.S.Dry)
Dry Rodded Weight, PCF_ ý7 94.6 I Absorption, Organic Matter, Plate Air Temperature, Lizhter than arandlard 79 F 0.4 Concrete Temp.. 62 F TEST DATA I, 01 Water-Cement Ratio, Gals. Per Sack . 0 .-
Required Slump, Inches Maximum 3 Actual Slump, Inches 3 Air Content, % by Volume- Specified 3 - 4 Actual. 3 .-
Ave. Comp. Strength, 7 Days, PSI 4950 - 4880 Average 4920 14 Day 5450-3520 Av-5390 Ave. Comp. Strength, 28 Days, PS 21 Day 6010-6260 Avi-6140 28 Day 6430-6410 Av -6420 T
MATERIA.S P-R CUBIC YARD WETV MATERIALS P.2 CUMIC. YARD I CSaf*r91ad Surface Dr7) 635 04alsturea Flne Are. 44Y.1 Coar-m A-=.-*%)
635 I Cement, Lbs Fine Aggregate, Lbs Coa*se Aggregate, Lbs Ga..ls 1156 1800 32.5 20.2r5-oz.
1200 26.-75 TT 20.25 oz.
rL. r , 2 _q_....
2.9 nz Respectfully submitted, I LAW-ENGINEERING Ake'0" TF-STING CO.
Z 7- Walter T. Kiser
FE/I 9
- I=Yhihit 1 p,.age 10 of 45 FM 2. 6MEx Fhibit
%"RU 1 7E.URM ýPlak Pg I
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'619 VW. Curtis St. 9 P. 0. Box 15697 TAt.LPA, FLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Ci*-t: FloaidaPower Corporation. Office: T amp a Frct: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T- 21566 (B-3)
Mixrmade 4/19/69 Mix 3 of 3 5000 P.S.1. at 28 Days Max. Placing Temp. 70 0 F -. 0..Q- Sacks of Cement Per Cu. Yd.
I Fine Aggregate' Silver Sand Company (l .foarse Aggregate F1QrJ d. Crushe-d Strine Cro-nany I Florida Portland Type II Heat) AA*-, ... . Daratard HCF & Darex I CM-ARZACTERISTICS OF MATERIALS I SIEVE FINE AGGREGATE SPECIFICATION . % PASSING SIEVE COARSE AGGIREGATE ASTM SIZE NO. 67 % PASSING AvR. Sample 21/21"- Avg. Sample No .J I 99-100 1000 No. k -- 8.5 i00 9c 4'"
No. 16 65-97 _92.0 1" I, 90100. 100.0 No. 30 30-70 2.5 I
3-4 No. 50 5-35 21.5 90-100
--- 904-56.8---
/3, ,1P No.100 0-5 1 g 4"1 9 No. 200 No.4 20-55 O-1U 8.5 No. 8 0-5 2.2 RANGE RANGE Fineness Modulus 2 20-2.40 2 22 6.5-6.9 6.56 Size #8 3-/4I!
9 50 Specific Gravity (S.S.Dry) 2 62 Dry Rodded Weight, PCF 1 94.6 Absorption, -% 0 "LL Organic ?.atter, plate Lighter than Standard Air Temperature, 79 F Concrete Tem.. 62 F " P. "* A TES DAT 64 Water-Cement Ratio, Gals. Per Sack -
Required Slump, Inches Maximum 3 - Actual Sluuip, Inches 3 Air Content, 0, by Vowune Specifie * - 4c Actual Ave. Comp. Strangth, 7 Days, PSI 5520 - 53 10 Average 5420 14 Day 6330-6400 Avg--6370 Ave. Comp. Strength, 28 Days, pST 21 Day 66 90-6650 Avg-6670 28 Day 6650-6720 Avg-6690
- .AYERRIALS PER CUBIC YARD WET MATERIALS PE[R CUS!C YAR~D (B-ctrud Snrafc Dr7) (Moaitares M~e Aer. 4%; Coarno Ac.%-@)
Cer:ent, Lbs 658 658 Fine Aggregate, Lbs 1117 1800
-1184 Coarse Aggrate.,Lbs Water, Gals. 12.5 26_ 75 A Daratard HCF 1 oz. 21 z 1)qr r-- 29 Qn7.
RespectJully submitted, I I./AW ENGIN5ERING TESTIi " CO.
Walter T. Kiser
FMV 2.6 Exhibit 1 Page 11 of 45
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- 'ROJECT: OIb~ýYOWER1 CORP)RATI 77-,
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/.U ge 12 of 45 I rVI 4619 W. Curtis St. P. 0. Bo* 15697 TAMPA, FLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATtON cT-.tn,. Florida .Power Corporation. Office: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T-21504 (C-1)
Mix' made 4/16/69 Mix I of 3 5000 P.S.I. at 28 Days Max. Placing Temp. 90 F 6 5 Sacks of Cement Per Cu. Yd.
FLne Aggregate Silver Sand Company rmoderace :-Coarse Aggregate Florida Crushed Stone Co.
CementFlorida Portland Type II Heat) Admixture Daratard HCF & Darex C-ARACTIERlS!CS OF MATEPUALS lINE AGGREGATE OSEAGUA-SIEVE SPECIFICATION % PASSING SIEVE ASTM CA3E AGG'GAE % PASSING 3/6 Avg. Sample 2W'z" Size No. 467 Avg. Sample No. 4 99-100 '00.0 2,,
No. 8 85-100 99.4 11/'95-100 100.0 No.16 65-97 92,0 100. 61.8 No. 30 30-70 69 A.to" 35-70 No. 5-35 1.9 21,5 VY
%t,,
.... 10-30 B 22- . 0 No. 50 100, 0-5 No. 200 No. 4 0-5 5.0 No.88,6 RANGE RANGE Fineness Modul*. 2.20-2.40 2.22 7.15-7.45 7.22 K Size Specific Gravity (S.S.Dry)
Dry Rodded Weight, PCF
- 8
- 2. .62 91.1 i"
2.50 91.9 0 _,6 V I Absorption, %
Organic Matter, Plate TAghtrr th n qtancdrd Concrete Temp., 81 F Air Tem.nerature. .- 1qI'. TEST DATA Water-Cement Ratio, Gals. Per Sac: 5.0 Specified Maximum Required Slump, Inches MPC h Actual Slump, Inches 2-3/4 I Air Content, % by Volume Specified 3 Ave. Corrp. Strength, 7 Days, PSI 53809-
- 4 5310 Average Ave. Comp. Strength, 28 Days, PSI 21 Day 6310-6420 Avg-6370 2A Day 6460-6260 Ave-6410 Actual 5350 14 Day 3.
580U-J840 Avg- 520
£.L.2!A'.S("r* P-"R CUM!C YARD WE"T .A7RIAL$
(?4*:ztmr*, 000A rc.4%1 *.* 2&.- YARD P*,'R : CU
.* Dry) aca=
ment, Lbs 611 611 Fine Aggregate, Lbs. ' 1177 1226 Coz.ts2 Aggregate, Lls 1800 1800 Water, Gals 32.-5 26.5 Adminxture Daratard HCF 19.5 oz. 19.z o.
2.6 oz. 2.6 oz.
Respectjully submitted, I - AvWENGINEERING "DESTiNG CO.
Walter T. Ki ser
-4J
PhA 9 A Pyhihif 1 l IVl f...%J Pn ge 13 of 45 4619 V4. Curtis St. o P. 0. Box 15697 TAMAPA, FLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATEON Cl;iet: Florida Power Corporation Ofce: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T-21505 (C-2)
Mix made 4/16/69 Mix 2 of 3 5000 P.S.I. at 2S Days Max. Placing Temp. 90 F 6.75 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand ComDany Coarse Aggregate Florida Crushed Stone Co.
e l P diHeratd CexuentFlorida Portland Type II Heat) Admixtur"- Daratard HCF & Darex CH.ARACTEiPIS71CS Ow- 1AAERIALS FIM _... -G.REGA7r- COA'RSE AGGR'EGA72 SIEVE SPECIFICATION % PASSING SIEVE. ASTM C-33 5% PASSING Avg. Sample Size No. 467 Avg. Sampl e
%0 No .4 99-100 1007.0 2V,,
No .9 85-100 99.4 1I,"95-100 i00.0 No .16 65-97 92.0 I.. --- 61.8 No .30 30-70 62-5 '135-70
"'4 48-8 No .50 5-35 21.5 No .i00 0-5 1.9 & 10-30 22-0 No). 200 No. 4 0-5 5.0 No.8 1.6 RANGE RANGE Fineness Modulus 2.20-2.40 2.22 7.15-7.45 7.22 i'
0:-
Specific Gravity (S.S.Dry) 2-62. 2.50 Dry Rodded Weight, PCF 9I. 1 91.9 Absorption, % 0-4 Orgarnic Matter, Plate T.ighter thsn Si-andrd Concrete Temp., 82 F Ai*r Tomriprn,-t-iirp Q1i V "I'C e r_ A TA 11 1 UI i4 IPA Water-Cement Ratio, Gals. Per Sack 4.81 Required Slump, Inches Sax 3 Actual Sp3mp, Inches 3-3/ 4 Air Content, 1oby Volume . Specif8ied3 - 4 Actuag 4 4 D;3.5 0 Ave. Comp. Strength, 7 Days, PSI 4650 - 4530 Average 4690 5 00Avg-568 3v 00y AvC. Co=,p. Strength, 28 Days, PST 21 Day 587 0-6010 Avg-5940 2- Day 6 -050 Av--6030
~7~iAL~Pjc CUBlIC YARD WET MVATERIALS P'T CUBI3C V--:
CS:'ZT~t~d scz::-,.e Dry)
Cemaent, Lbs* 635 635 Fine Aggregate, Lbs. 1156 1204 Coars2e Aggrcgate, Lbs 18oo 1800 Water, G,.'s 32 . 5 27.0 Ard Hrr 20.25 oz 20.2 oZ.
n , - - 1 9 n . 3.8 oz.
Respect/flly submitted, I RING TSTING CO.
(*..'-" - er T. Kiser
0 M FM 2.6 Exhibit 1 Pa )e 14 of 45 =h I LAW~ 7 -40W 1%F I 4.619 W. Curtis St.
TAMPA, FLORIDA 33614 15697 U AGGREGATE TESTS AND CONCRETE MIX V':-IF'CA-. 10.\1 I Client: Florida P,ower Corporation O-Mce: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 I Nix River Unit No. 3, Crystal River, made 4/16/69 Mix 3 of 3 Florida Lab. No. T-21506 (C-3) 5000 P.S.I. at 2S Days Max. Placing Temp. 90 F 71..0 Sacks of Cement Per Cu. Yd.
I Pine Aggregate Silver Sand Comganv Coarse Aggregate Florida Crushed Stone Co.
(aP do1erae ...
I CemnentFlorida Portland Type II Heat), Admixture. DOaratard 1-CF & Darex CHARACTEMSI5!CS 0.' RATLEWALS I SIEVE FINE AGGREGATE SPECIFICATION Avg.
% PASSING Sample SIEVE ASTM oAg_
467 AGGc-EGA3 % PASSING Avg. Sample Size No.
I 34 1P No. 4, No.&
99-100 85-100 ioo .o 99.4 21/2 210 11/"95-100 No.16 65-97 92.0 6'.8 5
A,"', 35 -70 No. 30 30-70 " 14 No. 50 5-35 21.5 'A"y# - ----
No. 100 _ 0-5 1,9 ",,3," 10-30 NT^A 0-5 2L0 No. 200 No.8 1.6 RANGE RANGE Fineness Modulusg 2.20-2.40 2.22 7.15-7.45 7.22 SizeA# 1*'
Specific Gravity (S.S.Dry) 2.62 2:50 Dry Rodded Weight, PCF 91.1 9i.9 Absorption, % 0_4 3.16 Organic Matter, Plate Tiahtipr t-h;n Standard Concrete Temp., 82 F A4 r Toinnrntr"a-iir. R4 F rrrrr i i:_, U A "9 A&
U/41k I kr, Water-Cement Ratio, Gals. Per Sack- 4. 71 Required Slump, Inches Max Actual Slump, Incli-.s -
Air Content, % by Volume Specified 3 - 4 Actua 35 Ave. Comp. Strength, 7 Days: PSI 4600 - 5060 Averae._ 48309_ 14 Day 5660-5490 Avg-6010 Ave. Comp. Strength, 2S Days, PS512. Day 5940-6080 AVQ-6010 28 Day 6220-6430 Avi-6360 LA1:."')ALS PZ711 CU'MC YARD ViCtT r.*4AT!2.L$ PZR cUirc Y.,'A.;
(Sztarcated Surface D Cement, Lbs 658 658 Fine Aggregate, Lbs-Coarse Aggregate, Lbs. 1800o 1800 Water, Gals 33 n 27 5 ard 1-TIV 211 21 oz.
A'7n_:1.'..__ n a r n ard WrV 21 oz 3.8 oz. 3.8 oz.
n-1 rP-Respectfully subr'i!uted, I LAW EiGINEEfRi TEp T IN,2 Co.
T. Kiser
Page 15 of 45 F'M 2.6 Exhibit 1 *k I KWEC. 'i RITRDA: P0Q111Rj!C0kP0REE0NH I kU b 1; IT'UNT I........... I.I3rt47ThL I fCGTE'S SIVE;,' STRENGTkHý VSTWATER' C,ýMTI RKT0UTý
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P* ge 16 of 45 4619 WV. Curtis S.aP. 0. Box 15697 TiAPAPA, FLORIDA 336114 AGGREGATE: TESTS AND. CONCRETE MIX VERIFICAT!C.N~
Ci-ezt%: Florida Power Corporation Office: Tampa Project: Florida Power Corporation - Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T-21501 (0-1)
Mix made 4/16/69 Mix no 1 of 3 5000 P.S.I. at 28 Days Max, Placing Temp. 900 F 6.5 Sacks of Cement Pe: Cu. Yd.
Fine Aggregate Silver Sand Company -Coarse Aggregate Florida Crushed Stone Co.
(Moderate CemnernFlorida Portland Type IT Heat) Admixture Taratard HCF & Darex CH-AR ACTUPdSTICS OF MAVEMUALS
,FINE AGGREGATE COARiSE AGG:MGAiC SIEV*E SPECIFICATION % PASSING SIEVL ASTM C-33 % PASSIN'G
.4,,Avg. Sample 2 Size No. 67 Aveg Sample 99-100 100.0 A5-100 ~ q A No.16 65-97 92.0 1"100 10_00 No. 30 30-70 62.5 90-100 -,-
No.50 5-35 21.5
- 1. 9 No. 100- 0 -5 m No. 200 20-55 I
No. 8 0-5 RANGE RANGE Fineness Modulus . 20-2 A0 2. 6 Size 3 /4" Specific Gravity (S.S.Dry) 2- 62 2. o Pry Rodded Weight, PCF 91.1 q4, 6 Aosorption, % 0.,
Organic Matter, Plat; Lighter than Standard Concrete temperature, 80" F Air TemDerature, TEST DATA I W+.r,. + p rI*-
- L- 5.0 Specified Maximum Actual Slump, Inches 3 Required Slump, Inches MIA. 4L Air ýContent, % by Volume Specif ed 3.- 4 Actual 2.6 I Ave Comp. Strength, 7 :..s, PSI 5550 - 5580 Average 5510; 14 davs 5910-6260 Avg .6090 "ve. Corap. Strength, 28 Days, PSI 21 days 6690-6340 Avg.6620; 28 days 6713-6770 Avq.6750 f*TE?*.S FP-M CUBIC YARD WET MATERIIALS KMI CU!MC Un:J I Cen.,.t, Lbs 7i..e Ag-.*rgat, Lbs 611 11.
Wa~uac A.--. P'-.
%:Gz11 Coarse Aggregate, Lbs VWlaer, G_.1 32.5 97.
- Admi.xtire-Daratrd HC7 19.5 oz.
P Arx -:, .( n7. 9 n Res pectfully submizited, I WENG;INEE,~RING
~A~r~.~Y -Walter
-IEONG CO.
TA. Kis
PFA 9 A l NV! *-- , %.,d gvhihit 1 Pa ge 17 of 45
!7 4619 W. Curtis St. P. 0. Box 15697 7AA FODDA P-A, 33614 AGGREGATE TESTS AND CONCRETE MIX VErZ-ICA7: 2,`
CieInt: Florida Power. Corporation. Office: Tampa
?z ect: Florida Power Corporation - Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. TLiUL (U-)
1Mix'made 4/16/69 Mix no 2 of 3 5000 P.S.I. at 2S Days Max. Placing Temp. 90 F 6.75 Sacks of Cement Per Cu. Yd.
FT;ne Aggregate Silver Sand Company(Coarse'Aggregate. Florida Crushed Stone Co.
(Moderate CeaenFIorida Portland Type 11 Heit) Aditr CIMAnAC7ER.S7X OF ?VIATAEALS e~
Fi. GG EGATE COA-'S-- AGO1'.GAT2 SIEVE SPEC IFICAT ION 01 PASSING SIEVE ASTM C-33 % PASSING Avg. Samole 2 I" Size No. 67 Avz. Sample N'.
V.
A ý_9_71707_ __ 100.0 No.8 85-100 99. L 92,0 ,, ].0o i00 o_
No. 16 65-97 62.5 No.3*0 30-70 90-100 90 i.5 No. 50 ,,5-35 21 ,5 V ,- . 56.8 No.100o 0-5 1.9 20-55 hl,9 No. 200 No.4 0-10 8.5 I RANGE 2 2 AO 2 22 No. R 0-5 RANGE 2.2 6 3 /,P6s I hineness .sodulu, Specific Gravity (S.S.Dry) 2 62 Bry Rcddd Weight, PCF Ca . 3. ~.2 I A sorption, ,I.
Organic Matter, Plat. TIsi.hter than Standard o.4 Concrete temperature, 81°F I Air Ter, 'oerature Water-Cement Rat,'o, Gals. Per Sack a86'F ,TEST D1 LTA
- 4. Z5I Req-*red Slump, Inches-aX Actual Slump, Inche 3
'I Air Content, % by Volurne Ave. Co,-. Strength, 7 Days, PSI Snecified 3 - 4 Actur1 5160 - 5200 Average 5180: 14 days 00,60-i730 Av_.5870 3.25 Av-,. Conmp. StrengthA, 28 Days, PSi 2 1 days 6300-6160 28 dav 6&07600 Av644 I i.AiER1ALS CUM~C V.AI~D 11R 635 WE7 tCAATE1IALS 7.-* CUZ::
(Halalure
'r;I::
Fkre A=. d%;, Croa Az..-O5')
635_
Cernenit, Lts I Fine Aggregate, 1-03.
Coars-. AggregZate, Lbs 1.7ter, Gals 1156 1800 32 .5 1204 1800 27.0 A: f e-D r d 14C F
-Pr 20.25 nz, U 3 7 oz A7 Re'speciz.zdly subrntited,
- 3. oz.
IW ENGINEFERINGý 'S>A CO.
I-k 0-6/Z Wazo T. Ksz.7
D*.~e1 f4 CK~A :
1)t r_1L.Ihh I IVI £..,'
- k;+ 1 3ge 18 of 45 4619 VW. Curtis St. p. 0 C P 15697 TAA.PA, FLOMtDA .3614 AGGREGATE TESTS AND CONCRETE MIX VE1rW?1F ;-ON Cliet
- ' Florida. Power Corporzxion Office: Tampa
?roject: Florida Power Corporation - Crystal Date: May 21, i969 River Unit No. 3, Crystal River, Florida Lab. No. T-21503 (D-3)
Mix made 4/16/69 Mix no 3 of 3 5000 P.S.I. at 28 Days Max. Placing Temp. 90* F 7.0 Sacks of Cement Per Cu. Yd.
Fizn Aggregate Silver Sand Company -Coarse Aggregate Florida Crush-d Stone Co.
(Moderate cenrerFlorida Portland Type II Heat) Admnixture Daratard HCF & Darex CH-APZACTMh2ISTICS OF f-4ATi_'lrALS HI.IE AGGREGATE COARSE AGG=GATI" S1ZVE SPECIFICATION % PASSING SIEVE ASTM C-33 1- ASSING ZY." Avg. Samole 2 Y2, Size No. 67 =Avz. Samnl~e NWo. 4 No.99-100 100.0 9,,
8 .85-100 29-4 No. 16 65-97 92.0 1. 10-.o 100 IN. 30 30-70 62.5 Vz .....
N*o. 5O 21.5 56.8 100. 5-35 0- 1.9 No0. sli 20-55 41,9 NO. 200 200 No. 4 0-10 8,5 I RANGE No. 8 0-5 RANGE 2,2 Fineness Modulus 9 90-2 10 #8~2 I Specific Gravity (S.S.Dry) zry Roddqd Weight, PCF
'sorption, %
- 2. 62' 91.
0.4 3/4" L2.
Organic Matter, Plate_"Lhter than Sitandard Concrete temperature, 80'F I Air TemDerature. 80'7F TEST DJ%TA Water-Cement Ratio, Gals. Per Sack 4.64 Required Slump, inches Max. Aciual Slump, inches 3-1h ....
AirContent, % by Volume Specif ed 3 - 4 Actual 3.0
.ive. Comp. Strength, 7 Days, PSI 240 - 5380 Average 5310:14 days 6120-6010 Av&.6070 Ave. Comp. Strength, 28 Days, PSi 21 davs 6400-6580 Av: .6640 I f-%_.,,..1AL5 PCP CUEBIX ". .. VIET IMATREHALS Flfl. CUBIC r-=
Crnr*nt, Lb- ':658 658 1.7ine Aggregate, Lbs. 1137 ;,4_
Ccarse A-gregate, Lbs 1.800 70 32.5 . 27.0
,..-" .. Daratard YCF 1I n7.
ThŽr g~' 4 oz ILoz.
-p-r-r-)
- r. ijzdhly submittied, I LAW'.-ENG1N~E!-:P%1X'-: CO.
Page 19 of 45 FM 2.6 Exhibit I
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FM 2.6 Exhibit 1 P*age 20 of 45
/ : 1/..-. 146,19 W. Curtis St. aP. 0. Box '15697 7AA."iA, FLOEHDA 33614 AGGREGATE 7ThSTS AND C0NCREVE MAIX VERU7.--%:,A7' Client: Florida Power Corporation Office: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T- 21512 (E-1)
Ivlixno I of 3 Mix made 4/17/69 , Mix no I of 3 3000 P.S.I. .t. 2S Days Max. Placing Temperature 90 5.25 Sacks of Ctmcnt Per Cu. Yd.
Fine Aggregate Silver Sand Co. Affmrc a t Florida Crushed - Stone Co.
kmooerare . . --
- .. Florida Portla nd Type II Heat) , Daratard HCF & Darex CH]AZcE1-.iST NCS 0': ~UrkTCtlIAL S FRXE AGGREGATE COAnSE AGGaGAT:.
SIEVE SPECIFICATION % PASSING SIEVE ASTM C-33 % P.kSSING
"~ Avg. Sample 22" Size No. 467 Avg. Sample 2"
100 9 100.
No. 8 85-100 99.4 95-100 .00.0
-No.16 NO. 65-97 92.0 ..--- 6!. 8 No. a0 30-70 62:5 4/, 35-70 48.8
.No.50 5-35 21-9 I No. 100 200.
0-5 1.q Nco. 4.
,10-30 0-5 22 0 No.88J-.0 RANGE RANGE Fieess )Modiuc~... 2-2 ~. 2.22 7.15-7.45 7.22 I Specific Gravity (S.S.Dry) 2.29 2.62 2.50 Dry Rcdded Weight. PCF 91. 1 9q1 9 Absorption, 0.1, 0J Organic Matter, Plate Light-er thin Standi.ard Concrete Temp., 81'F Air r TEST DJAI4A Water-Cement Ratio, Gals. Per Sack 6.0 Specified Maximum Required Saump, Inches Max. . Actual Slur, Inche 2.
- Air Content, 0 by Volume - Spec if, ed 3 - 4Actua 4.0 Ave. CornD. Streng-th, 7 Days, PI - 290-3330 Average 3310 14 Day 3890-4070 Avy-3280 Ave. Comp. St2e*.th, 28 Days, PSL 21 Day 4280-4390 Avg-4340 28 Day 4420-4420 Avg--420 I FIA7-fi.".LUS PL--r CUBIC YAR~D (Sznarztd firduec Dry).
494 WET A'IATiirrALS P~211 CUMIC 1f.U1K (Moisture: Fi9no J-::. t%; Cosna~.-~~
494 Ceermet L--ZS Fine Aggregate, Lbs. 1295 I Coarse A~g.-regate, Lbs ater, -as ......
A~i-:u, n * .- -. doC
-Po-31.5 15.75 o7,
.800 UD .D 3.75 oz.
3.3z.
Respect/ully submitted, LAW ENGINEERING TESTING C,.
.- T. -
- hA r)
- r-vl*;k,÷ 4 I 2l-.,h.
6 E.AIIILJIL I C ge 21 of 45 W Crt-s 5,t.
W. o P. 0. Lor IS AG.G. E A, CFL0rDA M361X4 A.GGREGATE TESTS AND CONCRZTE- MIX VERI,'FIC.ý"TIONI C'_-*.: Florida Power Co.rporation O-ce: Tampa Pro ect: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T- 21513 (E-2)
Mix made 4/17/69 Mix no 3 of 3 3000 P.S.I. at. 2S Days Max. Placing Temperature 90 5.5 Sacks of Cement Per Cu. Yd.
FL*.e A~gregatSilver Sand Co. rr-o Agregate Florida Crushed Stone Co.
(,'LoQ er ace g
Florida Portland Type II Heat) Admixture Daratard HCF & Darex C~A~ACY~i5iJCS O~ U~AT~iAI.S HN1C AOGGRGAV2 COARSý AGG.-1W.A sIEvE SPECIFICATION % PASSING SIEVE ASTM C-33 % Pt.SSIQG
%", AvR. Sample 2V/-,1 Size No. 467 Avg.- Sample No. .4 99-100 100.0 No.85-100 99.4 11l2"95-100 1I00-0 No. 16 65-97 92.0 No. 30- 70 30 62.5 35-70 48.8 No. 50 5-3.9 2 1. '/
Nc. 100 0-5 1 9 10-30 29. 0 NO. 200 No. ,. 0-5 5-(0 I Fineness jý,joduju..
RANGE 2.22 No. aQ , ,--
RANGE 7.15-7.45 7.22 1.6 S; 2. 20 -2 40 ",
Specific Gravity (S.S.Dry). 2.69 2.50 Dry Rodded Weight, PCF- 91..1 Absorption, " 0.i Organic hMatter, Plate Lihter then Standard Concrete Temp., 81"F Air Thrnern-re4= . R" r TEST ST I D
=
A 7A IA I Vlater.C.mimnt Ratio, Gals. Per Sac! .
Req='red Slump, by Inches Max.Specified 4
- . Z"
.5 .
Actual Slump, Inches* -
-AL Conteat, % Vo!ume 3 -_4 Actual 4.0 Ave. Camp. Strezgth, 7 Days, PS.-- 400 - 34/0 Average 3440 14 Day 4280-4320 tvg-4300 Ave.Cor--'p Strength, 28 Days, PSR 21 Day 4=10-4560 Avg-4640 2-8 Day 4600-4-40 Avg-4670
'-7:!,f-jP~IR CU*!C YAR-D VJ:,7J* 7a*A..1.4%
CLI:Z.n V.Z-r.--;
)
CSl.d ZZf.'ca DrY)
C~rent, Lbs= .517 517 Fine Azgregate, Lbs. 1237 tLF.C. S--
Coarse Aggregate, Lbs 50 -
Wa'/ Zr, Gals 32..
"--ur-----*trn 1, C'X "O='-ex3.3 16.5 oz. oz. 3,3 oz.
_ 9 Respectjully subintzzed, LAW+ "ENGINEERINGT.STING CO.
X]27 -T.*2~ ~ aie: Kise-r/+*,
FM 2.6 Exhibit 1 E S1,L X 9~AR~2LPaage 22 of 45 4/*,9 W. Curtis St. o P. 0. Box ".5697 I iL ;TA, ,O21DA 2.1614,.
ACG'-ATE TESTS AND CONCRETE MIX VEriF[SAT!C,#
C'i=.zt: Florida Power Corporation.' Ofdacc: Tampa
=-ject: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T- 21514 (E-3)
Mix made 4/17/69 Mix no 2 of 3 3000 P.S.I. at 2S Days Max. Placing Temperature 90 5.75 Sacks of Cement ?er Cu. Yd.
A.mregate Silver Sand Co. Coarse Agzreg*at Oi R* Wl
- Florida Crushed Stone Co.
riou(=E aa e e~~*Florida Portland Type II Heat Admitur,,, Daratard HCF & Darex an' Florida Portland TypeII H ý Admixture CH'ARACOT~ELU CS W~ P.V4t22ALS FI"EE AGGfREGATE COAflS AGGZGA7' sIzvEr SPECIFICATION 51 PASSING SIEVE ASTM C-33 % PASSING
- ,%,, Avg. Sample 2V." Size No. 467 ll Avg. Sample
.99-100 100.0 20F X, .85-100 99.4 11/"- 95-100 1, .S No. 92.0 1" ---
.16 65-97 No,. 3 30-70 62.5 A 35-70 No. ,50 -1 , 1/2, ---. 2* ,
. 5-35 N~o ,.c 8,"4 10--30 225 n0
. loo 0-5 No. 0-5 No0.0 200 i ,'i-eness yjd-i
- IV* **
RANGE 2 .20-2 ý40 I i 2.22 ii l No. 8 RA RANGE 7,15-7.45 1.6 7.22 Specific Gravity (S.S.Dry) 2.62 2.50 S 91 9 Dry Rodded Weight, PCF 91. 1 Absorption, % 0 A Organic Matter, Plate Lighter than Standard 1 Concrete Temp., 82"F TEST DATA A% A Water-Cement Ratio, Gals. Per Sack 5 .3 Required Slump, Inches Max. 4 Actual Slump, Inches 3-3/4 Air Content, % by Volume Specified 3 .- A Actual 4.0 Ave. Comp. Strength, 7 Days, PSI 3470 - 3680 Averag e 3570 14 Dav 67-4_;uvg-L760 Ave. Comp. Strength, 28 Days, PS _21 Day 4990-4920 A*vg-4960 v£-4920 '8 DT727LM.- 313u AvF- tl_ 518 0 I Cament, Lbs UA.-AT2RIALS (8Z.!=r3U-dPER S.-*Zr=CUMIC Do.7) YARD 541 WVy~ MITEM~AIS 72;l CUMX VA-,
541 1205 I F:ae Aggregrae, Lbs.
Coarse
- 71ater, Gals
. Lbs Ad=':..:'n ar~trd.r! HCP 32.5 26.5 17.25 oz. 17.2-5--oz.
I 4 nx
... ,ectuIlly submitted, OZ .
I L'W ,_NG1NFRiNG,7-3!NLc)
Al- T.Tait- T. Kisar
FM 2.6 Exhibit 1 Page 23 of 45 jJ 0JE T- FLRb! PbECORP 3RA-TI CRYSTAL RI-AV!ER UN '
~~ GM-i P I~~~L~~:;
-5r-A
-ijl,1 ENT iRtA VS I t ~ ~ ;{ ti I It~ ~ . 1 J +.. ............. ... .. . ...
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60OG :it-~~ L-' !~~%.T P L~ D 71 7c.1J
FM 2:6 Exhibit 1 Pa ge24of45 LAW rE*C7H-'M YELSTMG (*PAPANA 4619 W. Curtis St. . P. 0. Box 15697 TAMPA, FLOR1IDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Client: Florida Power Corporation.-, Office: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T- 21509 (F-I)
Fiimade 4/17/69 Rix No. 1 of 3 3000 P.S.I. at 28 Days Max. Placing Temp. 90*F 5 .25 Sacks of Cement Per Cu. Yd.
I Fine Aggregate Silver Sand Company IModerate Coarse Aggregate Florida Crushed Stone Co.
... Florida Portland Type IT Heat) AAmTY,,, faratard HCF & r--r, 1 ~ ~n 0--1 1. 72-MSTICS OF MATERIALS i J __
FINE AGGREGATE SIEVE SPECIFICATION 7 PASSING SIEVE ASTM COARSqS C-33 AGGPrGATZ % PASSINNG ORAvg. Sample 2 '" Size No. 67 Avg. Samle No.4 99-100 100.0 No.85-100 99.4 9 .0 10100 100.0 No.16 6";--)7 No.30 30-70 62.5 9/200--- ý56.8 I No.50 No.100
-No.200 535 0-5 21.5 19 No. 4 9"20-5 0-10
- 41. 9 8.5 2.2 I Fineness Modulus RANGE 2.20-2.40 2.22 No.8 , 0-5 RANGE 6.5-6.9 6.56 Siz- #8 3/1" Specific Gravity (S.S.Dry) 2,62 2.50 Dry Rodded Weight, PCF 91.1 94.6
.Absorption, % 0.4 3.2 Organic Matter, Plat. Lighter than Standard "Concrete Temp., 82'f Air Temperature, 8f_ - TCT, r Air A a i.~ i ~ a Water-Cement Ratio, Gals. Per Sack o6. u ipecizieu iaximum Required Slump, Inches a 4Actual
. .Max-, Sltrap, Inches 3 Air Content, % by Volume Specified 3 -. 4 ActuaL 5.0 Ave. Comp. Strength, 7 Days, PSI 2970 - 2970 Average 2970; 14 ! l*.zq 1640-3;18Q0 Ave. 3770 Ave. Cotep. Strength, 28 Days, pS121 days 4030-4070 A&g.4050" 29 dp'q 417(-AL A 4.AAg4210 I Cement, Lbs MATERIALS PER CU31C YARD (Sararat, d Surface Dy) 494 WET AIATERIALS PKR CUB!C YARD (Holsar~es Fine Asg. 4%j Coarve A=~.-C%)
494 Fine Aggregate, Lbs I .295 1.348 I. Coarse Aggregate, Lbs I 800 3 1.5 1800 25..5 Water, Gals- -
I Adaj-,41_4.:h. Dai~atard nfa CI 9
.5.75 oz.
Q 2 Q oz n 9 15.75 oz.
Q Respect/ully submitted, LAW ENGINEERING TESTING CO.
I 6~'a~1i4% r.-Walter ::. KiserI
, F.M 2.6 Exhibit 1 Pa ige 25 of 45 LAtLAW 4619 W. Curtis St. a P. 0. Box 15697 I ,_k /7Y TAIAPA, FLORtIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION C112:t: Florida Power Corporation Office: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lah. No. T-21510 (F-2)
Ffx made 4/17/69 Mix No. 2 of 3 3000 P.S.I. at. 2S Days Max. Placing Temp. 90OF 5.5 " Sacks of Cement Per Cu. Yd.
I m
Fine Acretate Silver Sand Company
.. °_-__.... Moderate Coarse Azzrezate Florida Crushed Stone Co.
r .. Florida Portland Tvpe TI
-______________________________________ Heat'* saA~;y+, Tharatard HCF &~ Tharex Florida Portland Type TT Heat) A,' Daratard HCF & Darex CI4AACT.RISICSOF ?JAIATICRALS FiNE AGGREGATE COARSE AGGREGATS SITVE SPECIFICATION % PASSING SIEVE ASTM C-33 % PASSING 31 ,, Avg. Simple 2 Size No. 67 -Avg. Sample N0..4 99-100 100.0
.8 .. 5 - 100. 9 .9,.4 ,,
No. 1'00 100.0 No..16 65-C.7 q2 0 62.5 "90-100 90.4 No .30 No
.50 30-70 5-35 21.5 v2A,,..... 20-55
, 56 56I.9
.8 No.1oo 0-5 1.9 9A' No. 4 0-10 8.5 No. 8 0-5 2.2 I Fineness Modulus RANGE 2.20-2.40 2.22 RANGE 6.5-6.9 6.56 Size k8 3/4" Specific Gravity (S.S.Dry) 2.62 2.50 Dry Roeded Weight, PCF 91. 1 94,6 I *Absorption, Organic Matter, Plate "Concrete Temn..
80'F 0,4 Lighter than Standard 3.2 Air Temperature, 80* F TEST DATA Water-Cement Ratio, Gals. Per Sack 91 Required Slump, Inches. Max, 4 Actual Slunrp, Inches 3-3/4 Air Content, % by Vo!ume Specified 3 - 4 Actual 4.4 Ave. Comp. Strength, 7 Days, PSI 3610-3470 Average 3540- 14 days 41?g_A&?(O Acr I470 Ave. Comp. Strength, 28 Days, PS 21 days-4670-4740 Avg.4710 28 aavs _4800-4830 _*vq4820:
I MATIERIALS KER CUBIC YARD (SLturaa4 Surft*@ Dry) 517 W2T MIAMTRIALS VA.R CUBIC YARD M(atr~tiii naiea Ac. 4%& CAMrm &c-/..--OQt 517 Cement, Lbs IZ3, 1288 I Fine Aggregate, Lbs...
Coarse Aggregate, Lbs.
"Water,Gals 1800 32.5 1800 26.5 -
-d HCF 116.5 16-.5 oz- 16. 5 oz.
I A Daratad HCF
~. 4 oz.
oz.
&4( r7, RespectLully submitted, LAW .ENGINEERING TESTING CO.
Zt Ie/ - ialt T, Kiser
0 FM 2.6 Exhibit 1 Page 26 of 45
,, L2AW 4619 W. Curtis St. P.0. Box 15697 5( lX51F, TAMPA, FLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION C-ihnt: Florida Power Corporation Offce: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T- 21511 (F-3)
Mix made 4/17/69 Mix No. 3 of 3 3000 P.S.I. atý 28 Days , Max. Placing Temp. 90°F 5 . 75 Sacks of Cement Per Cut. Yd.
Fine Azzrezate Silver Sand Company P ...
- u&&L ~bb~b~
... , Florida Crushed Stone Co (Moderate Cement Florida Portland Type I1 Heat-) Admixture Daratard HCF & Darex C1HAPRAC7ER ISYRCS OF MATERIALS IFE AGGREGATE COARSE AGGRPGATh sI vSE SPECIFICATION % PASSING SIVE. ASTM C-33 % PASSING I 3 0,,
Noa/ .4 No .8 99-100 85-100 AvR. SamDle 100.0 99.4 2W" 2"p 1,,
Size No. 67 Avg. Sample
- 16 6-Q7 Q9 .0 lp100 100.0 No 30-70 62.5 90-1 00 90.41 No~.30S 5-35 21.5 A~t
--- 56.8 VOf UI No.100 0-5 1.9 1/" 20-55 41.9 I No. 200 RANGE No.4 No. 8 0-.0 0-5 RANGE 8.5 2,,,,2 Modulus 2.20-2.40 2.22 6.5-6.9 6.56 I Fineness Size 0--
pecific GraL-'vity ko.o. r3 08 9 3 /4" 2.50 Dry Rodded Weight, PCF 91.1 94.6 I *Absorption, %_
Organic Matter, Plate L ighter ,,
0.4 than Standard 3.2 "Concrete Temp., 8 r~ F I Air Temoerature.
Water-Cement Ratio, Gals. Per Sack TEST DATA D. OD Required Slump, Inches Max, 4 .Actuk! Slump, Inches 3-3/4 I Air Content, % by Volume, Ave. C-nci. Strength, 7 Days, PSI Specified 3 - .. 4 4000 - 3960 ctuaJ Average 3980 , 14 4.0 days 4880-4810 Av.4850 Ave. Comp. Strength, 2S Days, PST-21 days 5090-5270 Avg.5180 28 days 5310-5450 Avp5380' I hATOR!ALS PER CUBIC YARD (Satur~tgd Surface Dry)
WEET PMAT'RIALS PHR CUBIC YARD (Molrturei .ao Arg. 4%1 Course A,..--%)
541 I Cemrent, Lbs Fine Aggregate, Lbs.
Coarse Aggregate, Lbs 541 I.205 I.800 1255 Water, Gals .
I ADaratard ACF ~ ~--
L fnl -ra A
] 7-25 oz.
17.25 oz.
I Respectjully submnitted, L WENGINEERING TESTING CO.
.,/. -, Walter T, Kiser
FM 2.6 Exhibit 1 Page 27 of 45 1~
. .. [
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ge 28 of 45 7:
_,( 4619 W. Curtis St.
TAhPA, FLORiDA 33614 0 P. 0. Bor 15697 AGGREGA".'T TESTS AND CONCRETE MIX VIRIFtCATIW"*,'
Clh"nrt: Florida Power Corporation office: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969
-River Unit No. 3, Crystal River, Florida Lab. No. T-21518 (G-l)
Nix made ;/718/69 Mix lof 3 3000 P.S.I at 28 Days Max. Placing Temp. 90 5.5 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Co. -Coarse Aggregate Florida Crushed Stone Co.
S or Ce...tFlorida Portland Type o n(.Mod erate II Heat), Admi~xture' Daratard RUF Dare>x _
CHAtqACTEMS71CS -OF PAATCRALS FiNE- AGGREGATE COARSE AGGMEGATE SIEVE SPECIFICATIC'N S. PASSING SILVE ASTM C-33 Y PASSING
- /.,,Avg. Sgamnle 7I, Avv,.100Samnle 2 1/z Size No. 8 Avg. SAýple No. 4 99-100 2."
No.8 85-100 99 .4 No.1- 65-97 92.0 I1" No. 30- 30-70 62-5 I No. 50 No. 100 5-3 0-5 91 S 1.9 1/i,, 10U
_5-100 , t 0_.9 _
No. 200 No. 4 10-30 19. L4 I RANGE No. 8 0-10 1.5 Fineness Modulus 2.20-2 .40 2.22 5.79 Siz," #8 2.46 I Specific Dry Rodded GravityWeight, (S.S.Dry)
PCF 2.62 91.1 86.4 Absorption, % 0-4, I Organic Matter, Plat, Lighter than Standard Concrete Temp., 82" Air Temp.. 80, -
DATA I
I t-1Il Water-Cernent Ratio, Gals. Per Sacuk .u kLpeciieu M*i.dmum, Requir2d. Slumnp, Inches Max-,cmum 4 Actual Slwurn Inchas 17-Air Content, % by Volume Specified- 3 - 4 Actual 4.0 I A-:. Conp. Strength, 7 Days, P!
C'p.v.r,.
3430 -3360 Average 3400 14 days 4140-420 Strength, 28 Days, pST 21 days 4600-4490 Av 5 s 4200
-4990 Av_.*5010 i aM.Ai-flhZU1'S PER CZJB!C YAR'D (z-rcc cuezea Dry)
WE~T P-LAiiflf.nS P21Z CL'E-C V":
I Cement,
+/-Lie
- 4."Z Lbs 517 1215 517 Coarse ! rgae .bs 1800 Water, Gaz__ 33.0 Aci-Vlnf )aratard H-CF 16. 5oz. 16. o.
flarex 2 . ,,.
Respectfully submitted, LAWENG'N_1NG "-.
_17 ~ ~ ,/ ~ ~ ... :G' Co.
vqn-I--s'P
FM 2.6 Exhibit 1 Pa ge 29 of 45/
47 4619 W. Curtis St.
- P. 0. Beo 15697 TAPAPA, FLOrHDA 33614 AGGREGATE TESTS AND CONCRETE ý'AIX VR. =" '-.
Clienrt: Florida Power- Corporation O.T.C-: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T-21519 (G-2)
P.-ix made 4/18/69 Mix 2 of 3 3000 P.S.I at 2Z Days Max. Placing Temp. 90 5.7.5_ Sacks of Cement Per Cu. Yd.
JFine Aggregte Silver Sand Co. Coarse Aggregate Florida Crushed Stone Co.
(Moderate Cemnent Florida Portland Type II Heat) Admixture Daratard HCF & Dare..
CfHAIACTERIS-RICS OF WPIATMUAIS FINE' AGGREGATC COARSE AGGr..GAT3 SIEVE SPEC IFICATICN % PASSING SIEVE ASTM C-33 % PASSIN'G Size No. 8 Avy S.nle N o.4 99-100 100 29" N 0.8 85-100 92-4 'L72 N o. 16 65-9.7 920 N
V. 30-70 62.5 a,,
I No.1o0
- .o.200-0-5 1.9 I/,,
/A No. 4 15..00!
10-30 19.4 I Fineness .Modui,*
RANGE 2,20-2.40 2.22 No. 8 .0-10
--579 1.5 Size #8 I Dry Rodded Weight, PCF Absorption, % h0.
91.1 2.46 86,4 1.a0 Organic .4atter, Plate Lighter than Standard Concrete Temp., 82-Air TeiD.n __ 80'7 IFQI
" r% A U -
T* A I #A I Water-Cement Ratio, Gals. Per Sack Required S!ump, Inches Maximum 4
- 5. 74 Inchea Air Content, % by Volume Specified: 3 - 4 "'"
A;e. Cormp. Strength, 7 Days, PS; 3180 - 3110 Average 3150-14 days 4100-4176 Av1.4!40 Ave. Ccm:. Strength, 28 Days, PS 21 days 4460-4460 AvR.4460:28 days 4770-4600 Ave.4690 I -ALS P'7 CUBIC YAI1D 541 W!7T MYAT-LRALS P.- =.C=M 541 Ce:.nent, Lbs 195 .12474 I :?ine Aggregate, Lbs Coarse Aggre:zte, Lbs Water, Gals 1800
- 33. 0 97.0 I A ... Daratard HCF Dsrex I 7.25 oz.,
2.9 oz 1775 -oz.
29 9z Respectjully submitted, I ýt ENGINEERING T-ESTING CO.
~ v.______ WalerT, o~~r
PK1*/ 9 A P=vhihit 1 Pm,ge 30 of 45 I IVl /...IV 8..7 619 W. Curtis St. o 1.. 0. 0o- 15697 "A.APA., FoLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICA7'.IN Ci_'t: Florida- Power. Corporation Office: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T-21520 (G-3)
Nix xmade 4/18/69 Mix3 of '3 300 P P.S.I. at 2S Days Max. Placing Temp, 90 6.0 Sacks of Cement Per Cu. Yd.
nz-e Aggregate Silver Sand Co. Coarse Aggregate Florida Crushed Stone Co.
(Moderate Cament Florida Portland Type II Beat) Admixture TDaratard HCF & Darex Ci-ARACTERIS7!CS OF PAAERALS FINE AGGqEGA7TE COArISE AGGR,=GAT2 S!VE SPEC IFICATYCN V5 PASSING SIEVE ASThI C-33 C/ PASSlNG Avg:. Sample 2!/2 Size-No-, -9 Av a arna Ie 99-100 100 I No. 4, No.&1 No. 16 99-100 85-100 65-97 q9.4 92.0 1,0 No. 30 30-70 62.5 No. 50 9-l5 91 q No.1*00 0-5 1.9 No. _10ý_0 -1 No. 200 I No. 8 0-01.5-RANGE Fineness ModulUs 2,20-2.40 2.22 i:4 P
Size #8 2.46 Dry Rodded Weight, PCF 9 1. 1 8.6 Absorption, % 0, Organic Matter, Plate Lighter than Standard Concrete Temp., 830 Air Temo.. 80g oer rA -A I
WVater-Cement Ratio, Gals. Per Sack .. D Required Slump, Inches Maximum 6 -- Actual Slumjý Inches 3 4 Air Content, % by Volume Specified: 3 - 4 Actual 4.0 Ave. Comp. Strength, 7 Days, PSI 3360 - 3250 Average 3330: 14 days 400)-4L-070 A_ .4040 Ave. Conap. Strength, 2SDays, PS! 21 davs 4710-4630 Avg.4670: 28 days 4990-5020 Avg.5010
[-ý.ATZMALS P"M CUBWC YARD UIL- ;,AIATrLVA -' CUZ:= = 3t (blaitcrtz F~rno .A=. dr/z Ccarc*~-~A Cement, Lbs- - 564 564 Fine Aggregate, Lbs.. .. 175 1223 Coarse Agg:regate, Lbs 1800 Vlater, Gals 33.0 oz.5 S.. Daratard HCF IS oz.
Darex~ 2.9 oz Respectfu~lly sitbinited, LA C"-EX
- -NEr7-NG -,e$_TING CO.
FM 2.6 Exhibit 1 Page 31 of 45 ANN&--- - -
I l ': ,:' l: , ' : l 4 1 '!*, ::.I I LkLijUi2!ILTLi I TPROEdT:4 FLORIA !POWER CORPORATIO
? I f ' I , p
. i;QCRYSTA7--RiVEM UNE.'.#.3. i " *. -i'-
UN- SCONCRErESTRENGTH I.VER[FTCATIQNS K.i.
- . j;
- I 11q :".. C'DMPRESSIVE, * , ."42.*A4'L* *SThRENGS L:.-ILLi.'.'i IMi.S ! WEl i I _..Z-*! [!ICEENT EM '*:t 1RATI
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I - I FM 26 Exhibit 1 Page 32 of 45
.LAW , U ESTHM.G *,AAANY 4619 W. Curtis St. P. 0. Box 15697 TAMPA, FLORIDA 33614 AGGREGATE TESTS AND. CONCRETE MIX VERIFICATION I
Client: Florida Power Cornoration-' Office: Tampa Project: Florida Power Corporation, Crystal Date:
River Unit No. 3, Crystal River, Florida Lab. No. T- 2 15 2 1 (H-1)
Mix Made 4/118/69 Mix 1 of 3 1500 P.S.l. at 28 Days Max. Placing Temp. 9Q0 F 3.50 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Company Coarse Aggregate Florida Crushed Stone Co.
(Moderate Cement Florida Portland T1Pe IT Beat) Admixture narptard NCPF & T)nrpx CHARACTERI1TICS OF MTERIALS FINE AGGREGATE COARSE AGGREGATE SIEVE SPECIFICATION % PASSING SIEVE ASTM C-33 % PASSI14G a, .Avg. Sample 2W" No. 467 ~Aviz Sarn le 9>P' No. 4 99-100 100.0 85-100 99.4 95-100 100.0 No. 816 No. 65 -97 92.0 . 1.--- 61.8 No. 30 0-70 6? 9 /4."" 35-70 48-8 No. 50 5-35 91 5 No. 10 0-5 L-9 10-30 22.0 No. 200 No. 4 0-5 5.0 No. P ,
RANGE RAN7 4 2.22 7.15-7.4+5 7.22 Fineness Modulus 2 .20-2 .'40 Size i, Specific Gravity (S.S.Dry) 2.62 2.50
- 91. 1
_91.9.
Dry Rodded Weight, PCF Absorption, % ........ 0,6 Organic Matter, Plate Lighter than standard Air Temperature 840F Cnngrete Tpmn- 8,.2.'F P."I A 5I CaV IAUl Water-Cement Ratio, Gals. Per Sack .Z Required Slump, Inches Maximum 4 Actual Sluzpp, Inches 3 Air Content,% by Volume Snecified 3 - 04 Actual 5.5 Ave. Comp.Strength, 7Days 1240 - 1200 Average 1220 14 Days 1630-1660 Avg-1650 Ave. Comp. Strength, 28 Days, PSi 21 Days 1880-1910 Avg. 1900 28 Days 2120-2210 Ave-2170 MATERIALS PER CUBIC YARD WET MATERIALS PER CUB.IC YARD (Saturat4d Surface Dry)
Cement, Lbs 329 329 Fine Aggregate, Lbs 1411 1469 Coarse Aggregate, Lbs 1800 1800 Water, Ga!s 32.5 26.0 hziy.i,,i* Daratard HCF 10.5 oz. 1T. i oz.
T) a r ," 3.3 oz. 37-z Respecc/uly submitted, I - . -
LAW ENGINEERING"ESTING i1/4 CO.
Wailter ,!T. Ki ser I -
2.6 Exhibit 1 Page 33 of 45 LAIA 4619 W. Curt.is St. a P. 0. Box 15697 ,i.,
TAMPA, FLORIDA 33614 AGGREGATE TESTS AND, CONCRETE MIX VERIFICATION Client: Florida Power Corporation 0O11ce: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T-21522 (H-2)
Mix Made 4/18/69 Mix 2 of 3 1500 P.s.I. at 28 Days Max. Placing Temp. 90e F 3.75 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Company Coarse Aggregate Florida Crushed Stone Co.
(Moderate Cement Florida Portland Type II Heat) Admixture DTAratard HCF & Tharx, CHARACTERISTICS OF MATERIALS FINE AGGREGATE COARSE AGGREGATE SIEVE SPECIFICATION . % PASSING SIEV.E ASTM C-33 % PASSING Avg. Sample 2"Yz No. 467 Avg. Sp-m le No. 4 99-100 100.0 0."
No. _ 85-100 29.4 I11/2 2"95-100 100.0 No. 16 65-97 92.0 100 --- 61.8 No. 30 30-70 62-9 31, 3.5-70 No. 50 5-35 21_5 V2" --- 29R No.*100 0-5 i.9 _ 10-30 22.0 No. 200 No.4 0-5 ,,,
No.8A R1.6 RANGE RANGE Fineness Modulus 2 :20-2 ,40 2.22 7.15-7.45 7.22 Size i-g Specific Gravity (S.S.Dry) 9.62 91.9 Dry Rodded Weight, PCF 91.1
,.~~' , -..6,H Absorption, % 0-4 Organic Matter, Plate Lighter than standard Air Temperature 82'F Concrete Temrn. -° F -r A 9A 1 41WI &I*
Water-Cement Ratio, Gals. Per Sack 0. I I1 Required Slump, Inches. MaximuM 4 Actpal Slurp, Inches Air Content, % by Volume S.Secified 3 -. '4 tctuaL 3 Ave. Comp. Strength. 7 Days, PSI 1520 - 1450 Avera e.1490 14 Davs 1950-1880 Av -1920 Ave. Comp. Strength, 28 Days, PSI 21 Day 2370-2400 Av,-2390 28 Day 2400-2480 Avg-2440 I Cement, Lbs M.ATEPIALS PER CUBIC YARD (Saturatld Suurace Dry) 352 WET M4ATERIALS PeR CUBIC YARD (Molatires Me4 Ago. 4%$ Coari Au-.--9*)
352 392 1450 I Fine Aggregate, Lbs Coarse Aggregate, Lbs Water, Gzas 800 z.
1800
- 26. 0
' Daratard HCF I 11.25 oz.
I 2-6 oz.
Respectjully submitted, 2-A oz-
- LAWENGINEERING 3EGTING CO.
,7WZENGINEERIN E Walter T. Kiser
FM 2.6 Exhibit 1 ___ Page 34 of 45
- LAW LUN'~J~hJJ\'~a UU,.~ ' Vq5J 'a.~UV 4619 W. Curtis St. o P. 0. Box 15697 TAMAPA, FLONRIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Cuient: Florida:'Power 'Corporation. Office: Tampa Project: Florida Power Corporation, Crystal Date: May 21, 1969 River Unit No. 3, Crystal River, Florida Lab. No. T-21523 (H-3)
Mix Made 4/18/69 Mix 3 of 3 1500 P.S.I. at 2S Days Max. Placing Temp. 90e F 4.0 Sacks of Cement Per Cu. Yd.
I hine Aggregate Silver Sand Company (Moderate Coarse Aggregate Florida Crushed Stone Co.
Cement Florida Portland Tvoe TT Heat-) Admixture Dqarntrd BrF & 1nrt-I CHARACTERISTICS OF M~ATERlIALS FINE AGGREGATE COARSE AGGREGATE SIEVE SPECIFICATION % PASSING SIEVe. ASTM C-33 ,/ PASSING Avpg. Sarnvle 0,/s IgNo 467 Avr ';;4nn1le
- w I No.
.499-100 100,0 2"
.s85-100 99.4 95-100 100.0 No 65-97 92.0 1".. .61.8 NO.16 No .30 30-70 _ lot 35-70 L18 i R No..50 5-35 21-5 .. 29I' No. 10oo Q-5 1.9 i o_'in 22 0 l
to 0-5 5.0 No 200 No.4 I Fineness
- x^.i,,,,
.6"LF%-II i
%, ' ý RANGE
- 20-2 _'40
--- -- r " -
2- " 22 No. 8 RANGE 7.15-7.45 7'22 1.6
.50 I . -,
Specific Gravity (S.S.Dry)
Dry Rodded Weight, PCF 2 62 91.1 2 .90 91.9 Absorption, % 0.4 3.6 I Organic Matter, Plate Lighter than standard Air Temperature Concrete Temp.-
82° F 82'F rl A "lr A I
r4. h UlmI Water-Cement Ratio, Gals. Per Sack 5. IL Required Slump, Inches Maximum LL Slup, Inhes_._4 _Actual Air Content, % by Volume. So ec ified Ac ua*.0 c I Ave.Cop.Strength,7Days,PST- 1520 - 1590 Average 1560 Avo. Comp. Strength, 28 Days, PS' 21 Day 2510-2400 Avg-2460 28 Day 2480-2550 Av-2520 14 Day 202.0-1980 Avg.-2000 I Cement, Lbs Fir.e Aggregate, Lbs PMATErIALS PER CUBIC YARD (Satmrated Surface Dry) 376
-374 WET MATERIALS PIR CUBIC YARD (Moistures Inn* Ars. Mz Coarse A-.-3%)
376 1431 Cc:-rse Aggregate, Lbs. Bo00 1800 Water, Gals 32.5 26.0 I A*.- .... Taratard HC4P n ýv 2 oz.
2.6 oz.
12 oz.
'2b oz.
RespectJully submitted, LAW ENGINEERING- TESTING CO.
-Walter T. Ki ser
2.6 Exhibit 1 Page 35 of 45
- o~mzmT2.wrG OwapAmy 412 P!cstars Avo.. H. L o P. 0. Box 13015, Sta. CC ATLAMTA. GEORGIA 30324 SIEVE ANALYSIS OF FINE AGGREGATE
-2z:*: Florida Power Corporation Office.: Tampa Pw'04--t: Florida Power Corporation Dat: 4/22/69 Crystal River Unit No. 3 Lab;No. T-21630 Crystal River, Florida Delivered to LETCO By West Coast Concrete Company Source: Silver Sand Company Test Method: ASTM C 136, Test for Sievelor Screen Analysis of Fine and Coarse Aggregates.
PERCENT PASSING AVERAGE S IEVE SAMPLE NUMBER OF SAMPLES PROJECT I NO. (1) (2) (3) (4) (5) 1-5 SPEC IF ICAT IONS 100.0 100.0 100.0 100.0 100.0 o00..0.95-100 I '16;-: 99.8 92.2 99.4 91.7 99.4 91.9 99.4 92.1 99.2 92.1 99.4 92.0 85-100 65-97 30 62.6 61.8 62.7 62.8 62.7 62.5 30-70 I 50 100 22.2 2.1 21.0 1.6 21.7 2.0 21.2 1.7 21.6 2.0 21.5 1.9 5-35 0-5 I FINENESS SPECIFIED RANGE MODULUS 2.21 2.24 2.22 2.22 2.22 2.22 2.20 - 2.40 I
I I
RespectJully submitted, I LAW ENGINEERING -TESTING CO.
A o :1;ýý
, I T. Kiser Walter rwL, Walter T. Kiser 1~ Cr4
Page 36 of 45.
I FM 2.6 Exhibit 1
..----*., ..=.,2H__].*;
. L C-'
u.;
L'.._
&J, I
\ .27'
- zrr:C or,- SCREEN ANALYSIS OF COARSE AGGREGATE
..... Florida Power Corporation C'Mo: Tampa
- *° Florida Power Corporation DBto: 4/24/69 Crystal River Unit No. 3 Crystal River, Florida Lab. No. T-21631 I Delivered to LETCO by West Coast Concrete Co.
I Source: Florida Crushed Stone Company Size No: 11/2" Test Method: ASTM C 136, Test for Sieve or Screen Analysis of Fine and Coarse Aggregates.
PERCENT PASSING AVERAGE AVERAGE 50/50 OF SAMPLES OF SA*ŽPLES BLEND ASTA! C 33 SCREEN SAMPLE NUMBER 1, 2 & 3 2 & 3 11/2" & SIZE NO.
I NO. (1) (2) (3) (11/2")
1, (Size #67)
SIZE # 67 467 100.0 1O0. o I 11/2" 3/4" 23.6 8.3 100.0 24.1 7.2 100.0 23.0 6.0 100.0 23.6 7.2 100.0 90.4 61.8 48.8 95-100 35-70 I 1/2" 3/8"
- 4 3.3 2.7 1.8 2.8 2.6 1.6 2.1 1.4
.9 2.7 2.3 1.4 56.8 41.9 8.5 29.8 22.0 5.0 10-30 0-5 I #8 1.6 1.0 .6 1.0 2.2 1.6 SPECIFIED I FINENESS MODULUS 7.85 7.87 7.91 7.22 RANGE 7.15-7.45 I
I Respect juily subm'n;tted, I LAW 7NGIN'EiRNG 'TiG CO.
0t4 f1.
Walter T. Kiser F1=1~ OT-3
FM 2.6 Exhibit 1 P age 37 of 45 412 Pla*wtrs Ave.. N. E. P. 0. Box 13015, Sto. K ATLANTA. GEOnGIA 30324' c:-ov cOy SCREEN ANALYSIS OF COARSE AGGREGATE C-z: Florida Power Corporation Offce: Tampa E'zo5c-: Florida Power Corporation Date:- 4/22/69, Crystal River Unit No. 3 Crystal River. Florida LaI. No. T-21632 Delivered to LETCO by West Coast Concrete Company Source: Florida Crushed Stone Company Size: ASTM C 33 Size No. 67 Test Method: ASTM C 136, Test for Sieve or Screen Analysis of Fine and Coarse Aggregates.
PERCENT PASSING AVERAGE OF SCREEN SAMPLE NUMBER SAMPLES 1, 2 & 3 ASTM C 33 (Size "1-'67)
NO. (1) (2) (3) (Size #67) 11 t 100.0 100.0 i00.0 100.0 100 3/411 92.4 85.8 93.0 I 1/2" 3/8" 60.4 45.2 49.4 34.5 60.7 45.9 90.4 56.8 41.9 90-100 20-55
- 4 8.5 6.7 10.3 8.5. 0-10
- 8 2.1 2.2 2.4 2.2 0-5 SPECIFIED RANGE IFINENESS ODULUS 6.51 6.70 6.48 6.56 6.5 - 6.9 Respecijlly submitted, I LAW ENGINEERING TESTING CO.
Walter T. Kiser FW=CT-
PMA 9 AqIyhihit 1 P*age 38 of 45 412-Pt'stars Ave., N. E. 9. P. 0. Cox 1391 5, Sta. CC X0LA %1ATA W.-G0CM6iA 30324 SCREEN ANALYSIS OF COARSE AGGREGATES
.C-z: Florida Power Corporation -00ce: Tampa
- Florida Power Corporation Date: 4/24/69 Crystal River Unit No. 3 Lab. No. T-2 1633 Crystal River, Florida Delivered to LETCO by West Coast Concrete Company Source: Florida Crushed Stone Co, Size: ASTM C 33 Size No. 8 Test Method: ASTM C 136, Test for Sieve or Screen Analysis of Fine and Coarse Aggregates.
PERCENT PASSING I SCREEN SAMPLE NUMBER AVERAGE OF SAMPLES 1, 2&3 ASTM C 33 I NO.
1/2" (1) (2) (3) (SIZE # 8) SIZE NO. 8 100 I 3/8"
- 4 48 100. 0
- 15. 9 1.4 100.0 21.1 1.9 100.0 21.3 1.3 100.0 19.4 1.5 85-100 10-30 0-10 I FINENESS 5.82 5.77 5.77 5.79 r ODULUS Respectfully submitted, I LAW ENGINEERING TESTING CO.
Walter T. Kiser W GT-3
2.6 Exhibit 1 .. Pa*: 2ý91of4* 3 LAW ENG &ENG TESTING COI.PANY.
MATERIALS TESTING ENGINEERS IuI SOIL AND FOUNDATION INVESTIGATIONS 412 Plasters Ave., N. E. 0 P. 0. Box 13815, Sta. K ATLANTA, GEORGIA 30324 March 5, 1969 Reported to: West Coast Concrete Company Tampa, Florida Report of: Comparison of Volume Change Silver Sand and Eustis Sand Our Job Number G-202 Project: Florida Power Company Crystal River Unit No.. 3 Tampa Job Number TG-575 As requested the Law Engineering Testing Company has made a test to compare the resulting volume change of concrete mixes using Silver Sand and Eustis Sand Fine Aggregates. The following report describes the test procedure and presents the test data and results.
Test Procedure Laboratory batches of the submitted mix proportions were made. The mixes were screened over a 3/8 inch sieve and the mortar passing was used to mold standard volume change prisms (2x2xllk inches). The specimens were cured moist for 7 days and air cured the remainder of the time. Initial length measurements were made at 7 days age.
Test Data and Results I. Mix 1 - 2 inch slump Cement, lbs.* 635 635 Silver-Sand, lbs. SSD 1068 Eustis Sand, lbs. SSD 1068 Fla. Crushed Stone, lbs. SSD 1800 1800 Water, gals. 30.5 30.5 Daratard HCE, ounces 20.25 20.25 Darex, ounces 2.0 2.0 Slump, inches 2.0 2.0 Air Content, % 4.5 5.5 Volume Change, 7%
14 days 0.033 0.026 28 days 0.064 0.035 100 days Pending 4(28/69 Pending 5/2/69 "0*
FM 2.6 Exhibit 1 Page -40 of 45 1
.4
- 2. Mix 2 - 3 inch slump Cement, lbs.* 635 635 Silver Sand, lbs. SSD 1068 Eustis Sand, lbs. SSD 1068 Fla. Crushed Stone, lbs. SSD 1800 1800 Water, gals. 30.5 30.5 Daratard HCE, ounces 20.25 20.25 Darex, ounces .2.0 2.0' Slump, inches 3.0 3.0 Air Content, 7% 5.75 5.0 Volume Change, 7.
.14 days 0.019 0.029 28 days 0.050 0.065 100 days Pending 4/28/69 Pending 5/2/69
- Cement - Florida Portland, Type II
- 3. Aggregate Data Sample Silver Sand Eustis Sand Florida Crushed Stone Sieve Size 1 inch 100 3/4 inch .98 1/2 -inch .74 3/8 inch 50 No. 4 100 100 .8 No. 8 99 99 2 No. 16 92 85 No. 30 67 46 No. 50 23 25 No. 100' 2 4 No. 200 1
. Pineness Modulus 2.17 2.41 6.42 Specific Gravity, SSD 2.62 2.62 2.51 Respectfully submitted, LAW ENGINEERING TESTINr COMPANY Donald E. Dixon, PE DED:gh
FýM 2.6iF~
If umodp~uG T1EsTroG CoV*A;v age 4 1of 45 411 Plasters Ave., H8. E. 9P. -0. Box 13815, Ste. K I--
ATLAN4TA, GEORIGIA 30324 ftf~OI~ OFFlorida Crushed Stone akut: West Coast Concrete Company - Offee: Atlanta, Georgia
./
Florida Power Co:poration Date: March 18, 1969 F-, Crystal River Unit # 3 Our Job Number G-202 Lab. No. 12295 As requested, tests were made by Law Engineering Testing Company on stone submitted February 10, 1969.
Test Data Scratch Hardness ASTM C235-68 Retained. Sieve Weighted.A'erage 3 0.00 3/4 0-.01 0.16 3/8 0.22 Soft Particles Percent, Total 0.39 Clay Lumps ASTM C142-55T Percent None LiRhtweight Pieces ASTM C123-66 Lightweight pieces Negligible .--
C227 Alkali Reactivity: Pending 2V26(70 C342 Volums Change: Pending 3/3/70 Copies to: 5) Law Engineering Testing Company, Tampa,Fla..-Mr. Bill Cornwell Rempectlidly submitted, LAW ENGINEERING TESTING CO.
b*w / .c" Vft Or4 gh Dan Welch
PIhI 9 A I=yhihit "1
! IV1 *.%,
P; 3ge 42 of 45 LAW ENG&ERONG IMSTONG CCIMANY 4619 W. Curtis St. a P. 0. Box 15697 TAMPA, FLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Client: West Coast Concrete Company Office: Tampa Job No: TG-575 Project: Florida Power Corporation, Date: December 24, 1968 Crystal River Unit No. 3 Lab. No. T-18798 L
Mix No. 1 of I (a 70'0 Fahrenheit - Mix made 12/17/68 5000 P.S.I. at 28 Days 6_-5 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Company .Coarse Aggregate Florida Crushed Stone Co.
...ALM Florida Portland Tv~e TT 1~aratard 1IFC & Tharex AEA Daratard HFC & Darex AEA CHARACTERISTICS OF MATERIALS FINE AGGREGATE COARSE AGGREGATE SIEVE % PASSING SIEVE ASTM C33 % PASSING Y/,,h i00.0 2V/,"
2,, Size No. 67 No, 4-.
No. 8- 99.6~ 100 100.0 No. 1A 89.0 No. 30 ... 53 .* ,,o-oo 99.
No. 50 ,1A2 '/2, 55.5 No. 100 12 %*1 20-55 38.4 No. 200 No.4 0-10 3.0 No. 8 0-5 1.1 Fineness Modulust 2.38 3/411 02,.62 2,51 Specific Gravity (S.S.Dry)
Dry Rodded Weight, PCF.. 102.7 q2 .4 Deleterious Matter, % Satisfactory S Sax isfactorv Organic Matter, Plate Lighter than Standard E',"_. er than Standard Absorption, %o 0.6 2.8 TEST DATA Water-Cement Ratio, Gals. Per Sack 4. 62 Required Slump, Inches. Actual Sh.rup, Inches 3 40, Air Content, % by Volume 4.75 Ave. Comp. Strength, 7 Days, PST 6080 14 nAYV! 61i0 Ave. Cornp. Strength, 28 Days, PSI MATERIALS PER CUBIC YARD WET V.WRIALS AaR CUBIC YARD (Saturated Surface Dry) (Motature: Pinue Agl. 4%; Coatrse A=g-@%)
Cement, Lbs .635 635 Fine Aggregate, Lbs_ _.068 1112 Coarse Aggregate, Lbs 8 00 IP%00 Water, Gals. 31.,
25-7 z
g -20.25 oz.
nnr"v 9 N 9 n ~7 Respectfully submitted, LAW.ENGINEERING TASTING CO.
- .- Ai<-P. -t^a& Walter T. Kiser
- FM 2..6 Exhibit 1 ' 43 of 45 P 3ge LAW ENG I NG T¢STONG C PANY 4619 W. Curtis St. P. 0. Box 15697 TAMPA, FLORIDA 33614
. a AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Client: West Coast Concrete Company Office: Tampa Job No: TG-575 Project: Florida Power Corporation, Date: December 24, 1968 Crystal River Unit No. 3 Lab. No. T-18798 Mix No. 1 of I (a 70w Fahrenheit - Mix made 12/17/68 5000 P.S.I. at 28 Days .6 - 725 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Company Coarse Aggregate Florida Crushed Stone Co.
'Florida Portland Tvne TT AAmiyfu,,,. raratard HFC & Darex AEA CHARACTERISTICS OF MATERIALS FINE AGGREGATE COARSE AGGREGATE SIEVE % PASSING SIEVE ASTM C33 56 PASSING 2Y." Size No. 67 No. 4- 100.0 2P, No. 8 I 1/ 00 No. 16- 89.0 11 i00 100.0 No. 30. Y~ R .y- 1)-)01 _))_9q -6 No. 50 1'2 2 ... .-. 55 .5 No. 100 i2 20-55 38.4 No. 200 No. 4 0-10 3.0 No. R 0"5 1.1 Fineness Modulus 2.38 Size T8 3/4" a A OVvl8A%; MY-V y .
- C,,on 102% .
197il A 2.51 Dry Rodded Weight, PCF 102.7 92-4 Deleterious Matter, % Satisfactory _Satisfactorv Organic Matter, Plate Lighter than Standard Lightec T:han Standard Absorption, % 0.6 2.8 TEST DATA Water-Cement Ratio, Gals. Per Sack 4.62 Required Slump, Inches . -. Actual Slump, Inches 4i 3
Air Content, % by Volume 4.75 Ave. Comp. Strength, 7 Days, PSI 6080 14 DAYS bliU Ave. Comp. Strength, 28 Days, PSI MATERIALS PER CUBIC YARD WET FAATC!RIALS PSR CUBIC YARD (Saturated Surface DrY) (Moisture: Fine Avg. 4%; Coarse A=.-O%)
Cement, Lbs 635 635 Fine Aggregate, Lbs 1068 1112' Coarse Aggregate, Lbs 8L00 1800 Water; Gals 11.2 25.7 A A-.;v#tiwn Tlnraf-nrr N1C7 '20.25 oz. 20.25 oz-
) ,*,
Respectfully submitted, LAW ENGINEERING TESTING CO.
- - .zf~*. * ,/,9-Walter T. Kiser
p FM 2.6 Exhibit 1 Pýige 44 of 45 SLAW EINGIA RNG TESTING GPANY 4 4619 W. Curtis St. . P. 0. Box 15697 TAMPA, FLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Client: West Coast Concrete Company Office: Tampa Job No. TG-575 Project: Florida Power Corporation, Date: December 24, 1968 Crystal River Uni.t No. 3 Lab. No. T-18799 Mix No. 1 of 1 (? 700 Fahrenheit - Mix Made 12/17/68 5000 P.S.I. at 28 Days .6-75 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Company Coarse Aggregate-Florida Crushed Stone Co.
Cement Florida Portland Type II AdmiturA Daratard HFC & Darex AEA v CHARACTERISTICS OF MATERIALS
.T.-. FINE AGGREGATE COARSE AGGREGATE SIEV % PASSING 9-/ SIEVE ASTM. C33 % PASSING 0 ,L, Size No. 467 No. 4 100.0 2". 100 No. 8 99.6 95-100 100.0 No. 16 889.0. 1". --- 62.1 No.30 . 53.8 1/24 35-70 53.1 No. 50 "" 2 ,, . . 29.1 No. 100 1-.2 10-30 21 1 No. 200 0-S >
No. 8 Fineness Modulus 2.38 Specific Gravity (S.S.Dry) 2.62-Dry Rodded Weight, PCF 102.7 S at isfactory Deleterious Matter, % Sat is factaorv Organic Matter, Plate Lighter than Standard L.i2hter than StaRndard Absorption, 7. 0.6 2.6 TEST DATA Water.Cement Ratio, Gals. Per Sack. 4.62 Required Slump, Inche.. Ii Actual S!ur.;, Inches. 3-e Air Content, % by Volume 5.0 Ave. Comp. Strength, 7 Days, PST b630 14 DAY S 66ZU)
Ave. Comp. Strength, 28 Days, PSI I 61(
MATERIALS PER CUBIC YARD 635 WET MATERIALS PER CUBIC YA.M.D (Saturated 8urfsac Dry) (Mloistures Fin* AMr 4%; Coarse, AM.-*%)
Cement, Lbs 635 (Oi 635 Fine Aggregate, Lbs 1123 1170 Coarse Aggregate, Lbs 1o00 30-S 31.2 Water, Gals 25.7 Arni4,i,,-& Daratard. 1-CF- 20.25 oz,.
20.25 Darex 2 on. ')^
Respectfully submitted, LAW ENGINEERING TESTING CO.
- . . .- WAlter T. Kiser
FM 2.6 Exhibit 1 P 3ge 45 of 45 I SLAW ENGAERING TE5TONG CA., ANY 4619 W. Curtis St.
- P. 0. Box 15697 TAMPA, FLORIDA 33614 AGGREGATE TESTS AND CONCRETE MIX VERIFICATION Client.: West Coast Concrete Company Office: Tampa
. Job No. TG-575 Project: -. trida Power Corporation, Date: December 24, 1968 (Xystal River Unit No. 3 Lab. No. T-18799 Mix No. I of 1 (" 70- Fahrenheit - Mix Made 12/17/68 5000 P.S.I. at 28 Days 6-75 Sacks of Cement Per Cu. Yd.
Fine Aggregate Silver Sand Company Coarse Aggregate Florida Crushed Stone Co.
cement Florida Portland Type II Idmixtu. Daratard HFC & Darex AEA CHARACTERISTICS OF MATERIALS FINE AGGREGATE COARSF AGGREGATE SIEVE ' cl PASSING SIEVE ASTM C33 0/ PASSING yg"_
,[/,, Size No. 467 No. 4 100.0 100 No. 8 99,96 op 95-100 100.0 No. 16' 89.0 !2' --- 62.1 No. 30 53.8 1/,- 35-70 53.1 No. 50, 18 2 N",.. 29.1 No. 100 1.2 of 10-30 21 1 No. 200. o-. 2 0 No. 8 Fineness Modulus 2.38 Specific Gravity (S.S.Dry) 2 -62 2 -5Q Dry Rodded Weight, PCF 102.7 8 9 .-ý7 Deleterious Matter, % Satisfactory Satisf actnry Organic Matter, Plate Lighter than Standard T,ighter than Staindard Absorption, % 0.6 2.-6 TEST DATA Water-Cement Ratio, Gals. Per Sack 4.62 Required Slump, Inches 3 Actual Slump, Inches 3 Air Content, % by Volume 5.0 Ave. Comp. Strength, 7 Days, PST 6230 14 DAYS 660u Ave. Comp. Strength, 28 Days, 1PSL.
6230 MATERIALS PER CUM!C YARD WET MATERIALS PER CUZIC YARD (Saturat d Surace Dry) (Moisture: Fine Ang. 4%; Coar Ang.-*%)
Cement, Lbs ___
___ ___ __635 635 Fine Aggregate, Lbs 1170 Coarse Aggregate, Lbs, I Ro(
Water, Gals 31.2 25.7
.&uunxiure 120L sa - "U& - %L- a U 20.25 f'lnrpx 9 n 9 ^1 Respectfully submitted, LAW ENGINEERING TESTING CO.
... A: -- Walter T. Kiser
FM 2.6 Exhibit 2. page 1 of 6 PIITSBURGH TESTING LABORATbnf PITTSBURGH, PA.
Order No. TA-7732 Supplier's Delivery Serial No. ;71_Wf REPORTED TO: FLORIDA POWER CORP.
PROJECT: CRYSTAL RIVER PLANT UNIT NO. 3 Concrete Supplier: West Coast Concrete, Inc.
ArchEngineer: Gilbert Assoc., Inc.
General Contractor: J. A. Jones 3..
Date /2 -f -.14'._ Time Loaded Class -5 Mass [l Other [
Truck Nu. ,.FQ Load No.. Cd .- 4.. Counter toO -
Gume. Cu. Yds........ F Moisture: F.A. .ý2 % /-- Lbs; C.A., .. . Lbs.
Design S.S.D. WI. Adj. Batch Wt Cement (Type) 4 C.A. (Size -d.
(Size ........ .. )
Y.iS>.4y .
F.A. .ý'/ _.
Daratard HCF ,71 Darex AEA Water,4#,': f )tal Added Ice /(rO6 Lbs. Gals.
Total Moisture 3 -a/ Lbs. Gals.
Total Water Gals.
Diff. -
Rev,. at Mixing Speed: Start 6 Fsni s~ 100 Max. I Signature of Batch Plant Inspector:
Portion of Structbre Where Placed:
Time of Arr. .il _L'* .
(WzHr. Max.)~
Ambient Temp. -
RemarIs: Cylinder No's. Air$
Water Added in Fiel d: Gal.iCu. Yd.
Rev. Start: _-_ Finish: _7-_ Difference (30 Min.)
Remarks:
2.
,Field Inspectors Sigfiatiiireý /~
FM 2.6 Exhibit 2 2 of6 PITTSBURGH TESTING LABORATIWe PITTSBURGH, PA.
Order No. TA-7732 Supplier's Delivery Serial M*. a.. ..
i REPORTED PROJECT:
TO: FLORIDA POWER CORP.
CRYSTAL RIVER PLANT UNIT NO. 3
? Concrete Supplier: West Coast Concrete, Inc.
Arc&Engineer: Gilbert Assoc., Inc.
GeneraI Contractor: J. A. Jones Datea"_-_11J' Time Loaded . Class X!5 Mass - Other M Truck No. / / Load No. Cu.Yds. 1Counter toO0 1L.
CuL. Cu. Yds. *oF Moisture: F.A... L-..bs; C.A. -____Lbs.
Desp S,.D. 1. Adj. Batch I.
Comm (Twpo 7 - I~ 9'~L I C.A. (Size - ) -
(Size - ) -_ _
F.A.
Daatrd HCF 2- _--
Darex AEA ,_________
1 water, aft Total /077 Added Ice / 0 e Lbs. Gals.
Total Moisture Lbs, ____ Gals.
Total Water _ _ _ Gals.
Rov. atd lxing ped: *ut... 4 Finish 740 Diff. 70 (100 MaL)
I Sidature of Batch Plant Inspector. 4&f I
U,
~
Portion of Structure a m PIaIC*Not, Time of*r... / .4,. Total Rev. 02' (300 WL)
Two PlaceM Cup. ?.,Con,:ete TayDap1sed Time I¶.un_.(1.'
Sum..p r. HaL)
H(
Amblat Tmp. .. I Aded-in FidC GalCi. Yd.
RM. Sgut. Fmiis: Diffemce_ _) (30 l__
PlAlM:1k In M
'2.*"t_
ipecn Sipiure:
FM 2.6 Exhibit 2 page 3 of 6 PITTSBURGH TESTING LABORATORY PITTS8URGN, PA.
oih Ni. TA1732 Swpps Ddmqy REPORTED TO: FLORIDA POWER CORP.
PROJECT: CRYSTAL RIVER PLANT UNIT HO. 3 Co.cret Supplhr: West COos, CiAem9., lc.
AcknE.lmor: Gil~ber As so.. luc.
SaweD Ceefermtm: J. A. Joesl
-- Gilbert. Asso.. loc...
______ Time Loalsdj s ý 0 Oh, 0 Lf I
Tnucko. _ Load No.. ,, Cser.Yds.
Co o CwLCa. Ydsi -L°F bisture: F.A. '4L Lbs; C.A. S 2 24 Lbs.
Oulp U.AO I I J* IRA k I C.A. (S0izLe)
W7A6 (size,)
FA.
DOnao HCF 0mxAEA O.
M,* -,* ,Towa IL~ __
AdMh Ice Tota Ihistu Lim Gd..
TOW Vft m Gis.
Rf.tat 111=41met
- o a Finio_ _4. I- g. (as L.)
rmul mR PI" Plod b~wtr dejV ýAa dý ofsie Ml scoq1at 7I t5ytA y3 Trm ofAm ,-TotW Rev. 2 ML1L)
(3d slow(,-T- - ()
iOW Too.. 6 -F cescot. TF.
CO~WO No's. A S W Aded i Fid£t Gd./C.. Yd.
FM. h-t ...-
ef,. Sp) Fis .. -, 4 (a
FM 2.6 Exhibit 2 page 4 of 6 PITTSBURGH TESTING LABORATORY PITTSBURGH, PA.
4 Onder ft MM73 Supplier's Delivery serialNo. aC 40,
ýi REPORTED TO: FLORIDA POWER CORP.
PROJEC,T: CRYSTAL RIVER PLANT UNIT NO. 3
- Concrete supplier: West Coast Cnecrete, Inc.
A,cb.Em*
Gilbert Assoc., Inc.
Am&GIC .0n0'rctr: J. A.. Js .
ki LTime Loadin- Clans~zA+/- 0 Other 0 TrudckNo. i-d Loadft Cu. Yds. Corm toO0 Q__
Cumr. Cu. yds. J26 OF Moistufe: F.A. .2 1/Z3Lbs; CkA.A2J: SAW Lbs.
Desip LLD. IL A4. Bdch a.
Comma (Typeov z10;2-!i6-91 C.A. (SizeLLeZ -OC II74 114 __
(Size.- ) -______
F.A.
II Daratd HCF).i Dam~ AUA _ _ a _ _ _ _
lifte, d ie Ttl2 -%1 M Ice .zeL.. Lb._ u__Gs.
TOW 111s10re 4 eZ Z Lbs. GAL.
TOW ater -9 ! s.1 UiLRe__
R. at mxagiq %Wmt 6td d Fimsb ze- DifL -20 O13MM)
Siapwe of Batch Plant Inspector. ez M&O"9 P,
ro Tlac ,,e F 61am b Te i;!p O'x . OF Sl um .,..! 4"
/ _(U t A ,,)
I5
-. 5
FM 2.6 Elhibit 2 page 5 of-6 PITTSBURGH TESTING LABORATORY PITTSBURGH, PA.
Order No. TA7732 Supplier's Delivery REPORTED TO: FLORIDA POWER CORP.
PROJECT: CRYSTAL RIVER PLANT UNIT NO. 3 Concrete Supplier: West Coast Cemee*., Inc.
Arc&.Enginor: Gilbert Assoc., Inc.
Genwil Contractor: J. A. Joao*
(ie Time Loa.
TruckN& Lad No.6 U4I~ Cu.Yda. A cm Cu* Yds. 0F kisturr F.A. Lbs, C.A A-5 %*..Lbs.
hsip S.PS.D. 11LAj3.c L4 Coemut (TypeW ' -9566__A__
c.A. (size 2x2 - _____________
(Size - )
`I F.A.__
Dartard HCF Darex AEA ft& -TotalAde Totl Ilistule Lbs. Gas.
Totl Water Z-G__.*s__.__
Rev. a *qixing Speed: Start <3 Finish
- 4b ff.. (100 13)
SSpimate of Batch Pl inspector 4 Portion of S Whe ed:
Tin of, A" ' *ir-.. . (30o I.
Time Plaement wIM ZEseT mien Teop. - OF ncree Te. °F Slmp RasC$Iuim N61'Ai VwAdded in ROW _.' u. Yd.
Rolf.st . M., (#0MI )
4t FdbveinSlafw ,
M 2.6 Exhibit 2 page 6 of'6 PITTSBURGH TESTING LABORATORY' PITTSBURGH, PA.
Order No. TA7732 Supplie's Delivery Ser aNo.O8.
REPORTED TO: FLORIDA POWER CORP.
PROJECT: CRYSTAL RIVER PLANT UNIT NO. 3 Concrete Supplier: West Coast Concrete, Inc.
Arch-Engineer: Gilbert Assoc., Inc.
General Contractor: J. A. Jones Date Time Loaded -Class ja~sCJ Oft(:r]
I Truck No... I Y 9 Load No. Cu. Yds.... _ Counter to0T Cum Cu. Yds. 6 4 F Moisture: F.A. i L Lbs; C.A..Z"-L%.7 Lbs. p Desip S.S.D. W. Adj. Batch U.
Cement (Typet y -"_ *I-qo__
C.A.(Size.4 _ ________/
(Size - )
F.A. 90 ______
Daratad HCF "_______,
Darex AEA Water, "%I,
-27 L27-_e
,/?A6 Total
- 9Added Ice 7 Lbs. Gals.
Total Moisture A5( Lbs. s.
I Total Water Gals.
Rev. at Mixing Speed: Start Finish DifL ( Max.)
OW Signature of Batch PIant Inspector:
Portion of Structure Whei Placed 7 Time of Ar. Total Rev. j'7"* (300 Max.)
Time Place1nt Elapsed Ti ,* (% fk. Max.)
Ambient Temp. OF ConcretTmp. F Sluw - (-4)
Remaks: CylkmW NO's. Air r Water Added in Field: .Y Gai.Cu. Yd.
Rev. Stat / ' F n': Diffeme 3r) (30 in.)
Rwmkus-
"N2 44 Fioj'd htSPecI %Signature: