Specs.pdf

PDF 13 MB Posted

Attached to
PROCUREMENT OF CONCRETE AND PUMP SERVICE
Solicitation number
P15PS01019
Issued by

About this file

specs

View the file

Other files

File Type Posted
Sol_P15PS01019_Amd_000001.pdf PDF
SOW_CIP_Concrete_EM_North_Hillside_Collapse.pdf PDF
Sol_P15PS01019.pdf PDF
Synopsis_concrete.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

U:

\1

\c iv il\ d ra w in g\

7S K-

1.

d w g

/1

2/

2:

P

M B y:

G om ez

, E d ga r

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.

u:

\c iv il\ dr aw in g\

7C

_S T-

1.

0.

dw g, 2/

3/

1:

:4

AM

, D

W G

To P

DF

.p c3

\c iv il\ dr aw in g\

7C

_S T-

2.

0.

dw g, 2/

3/

1:

:1

AM

, D

W G

To P

DF

\c iv il\ dr aw in g\

7C

_S T-

3.

0.

dw g, 2/

3/

1:

:1

AM

, D

W G

To P

DF

\c iv il\ dr aw in g\

7C

_S T-

4.

0.

dw g, 2/

3/

1:

:2

AM

, D

W G

To P

DF

\c iv il\ dr aw in g\

7C

_S T-

5.

0.

dw g, 2/

3/

1:

:2

AM

, D

W G

To P

DF

\c iv il\ dr aw in g\

7C

_S T-

6.

0.

dw g, 2/

3/

1:

:3

AM

, D

W G

To P

DF

\c iv il\ dr aw in g\

7C

_T -1

.0 .d w g, 2/

3/

1:

:0

AM

, D

W G

To P

DF

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

File details come from the government source that posted it. Updated .