Specs.pdf
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- PROCUREMENT OF CONCRETE AND PUMP SERVICE
- Solicitation number
- P15PS01019
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specs
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| Synopsis_concrete.pdf |
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SGS Canada - Quebec Attn : Tiziano Lando
1900 avenue du Cheminot, Quebec Canada, G1E 4M1 Phone: 418-661-6624, Fax:418-661-7319
July 5, 2011
Date Rec. : 24 June 2011 LR Report : CA03336-JUN11 Client Ref : 801-6567 M/V Federal Kivalina A/C Arcelor Mittal
CERTIFICATE OF ANALYSIS
Final Report
Sample ID SiO2
Al2O3
Fe2O3
MgO
CaO
Na2O
K2O
TiO2
P2O5
1: 801-6567 Arcelor MIttal 35.7 10.5 0.85 11.1 37.4 0.47 0.50 0.63 < 0.01
Sample ID MnO
Cr2O3
V2O5
LOI
Sum
S
Cl g/t
H2O
Basicity
1: 801-6567 Arcelor MIttal 0.64 < 0.01 < 0.01 -1.22 96.5 1.48 209 9.80 1.05
Party Quality Analysis
Assay basis: Dried at 105 °C.
Basicity - calculation defined by client as CaO(%) divided by SiO2(%)
April Rice Project Coordinator
Email: tiziano.lando@sgs.com
SGS Canada Inc.
P.O. Box 4300 - 185 Concession St.
Lakefield - Ontario - KOL 2HO Phone: 705-652-2000 FAX: 705-652-6365
O n Li n e
LI
M
S
This document is issued by the Company under its General Conditions of Service accessible at http://www.sgs.com/terms_and_conditions.htm. Attention is drawn to the limitation of liability, indemnification and jurisdiction issues defined therein. WARNING: The sample(s) to which the findings recorded herein (the 'Findings') relate was (were) drawn and / or provided by the Client or by a third party acting at the Client’s direction. The Findings constitute no warranty of the sample’s representativity of the goods and strictly relate to the sample(s). The Company accepts no liability with regard to the origin or source from which the sample(s) is/are said to be extracted. The findings report on the samples provided by the client. Any unauthorized alteration, forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
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| 00307SK-001 |
| 2577_001 |
| COA-slag 2011 |
| ST-1.0 TOPOGRAPHIC PLAN |
| ST-2.0 LOGITUDINAL PROFILES |
| ST-3.0 EXISTING SITE PLAN |
| ST-4.0 EXISTING TRAVERSE PROFILES |
| ST-5.0 PROPOSED SITE PLAN |
| ST-6.0 PROPOSED PROFILES |
| T-1.0 TITLE SHEET |
| Type IS-40 |
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