ML20116F246
| ML20116F246 | |
| Person / Time | |
|---|---|
| Site: | Harris  |
| Issue date: | 10/22/1984 |
| From: | Eugene Kelly CAROLINA POWER & LIGHT CO. |
| To: | |
| References | |
| 000578, 578, OL-I-015, OL-I-15, NUDOCS 8505010013 | |
| Download: ML20116F246 (3) | |
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CARCLINA PGE.R & LIGE CGP#t(
0%37/C CCRPOPATE QUALITY ASSURN.CE EEPARTEf ENGINEERING #1D CONSTRUCTION QUALITY ASSUR# ICE / QUALITY CGiTRCL TCTgg 2 0FFIC OF SECRETAVf DOCK TlHG A SERVlfi BRANCH
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SIEVE ANALYSIS OF FITE A::D COARSE AGGREGATE NL' CLEAR 880ULATORT C0!dMiltt0N h See pe.80-400 O'Om61ai tun. no-N/I 6
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QCI-13 5 March 16, 1931 O'<E BY:
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CA SPECIALIST DIRECICA - CA/CC
Ghv. 2 C0mRCUID ECCLIEri CAROLI.NA pct.'ER & LI3HT COMPA*.'Y CORPCRATE CUALITY ASSURAtiCE CE?ARTiEtiT CA/0C - HARRIS PLANT SECTION N"
P WI9ICH QCI-13.5 TITLE:
SIEVE A!;ALYSIS OF FINE AND COARSE AGGREGATE REVISION DCCCRD Changes and additions are indicated by a vertical bar in the r1 ht-hand cargin of the revised page(s).
6 to reelace affected paces only.
P.anual holder is behind the title page of tne instruction.This record is to be retained Rev Description Signatures Date Para. 3.0; 4.1; 4.2; Prepared By:
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'CCfiTRCLLED DOCTEiT CdRCLINAPCWER8LIGHTCOMPANY CCRo0 RATE CUALITY ASSURANCE DE?ARTI G T NUiM R REVISION
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CA/CC - HARRIS PLANT SECTION CcI.13,5 1
PIR.E:
SII'/E ANALYSIS CF FI.':E A::D COAFSE AccaroATE 1.0 PURPOSE The purpose of this instruction is to provida guidelines for performing sieve analysis on fine and coarse sggregate.
2.0 SCOPE This instruction applies to aggregate used in concrete for the SHNPP project.
3.0 REFEREMCES 1.
ASTM C-136, Selve Analysis of Fine anc Cearse Aggregate 2.
CQC-13, Concrete Control 3.
ASTM E-11, Wire Cloth Sieves for Testing Purposes 4
TP-04, Calibration of Controlled Tools 5.
CCC-1, Tool and Mea.uring Device Control 4.0 INSTRUCTION 4.1 S'ieve Identification Sieves shall be nar' ed with a unique identifying number when recieved in accorcance with Reference 4 and 5.
i 4.2 Sieve :nsecction Sieves shall be controlled in acccrdance with Reference 5. l Sieves shall be visuilly' inspected for damage prior to each Particular attention shall be given to the #200 sieves use.
at the soldered connections and nosh spreading. '.lhan defects are found, the sieves shall be scrapped and so notad in the log.
4.3 Sieve Analysis
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Sieve analysis of coarse and fine escregates shall c'e performed in accordance with Reference 1 and 2.
Results shall be reported on Forn CA-13 and submitted to the Civil OA/0C Specialist for C:""BL; review and filing in CA Records.
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