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SPECIAL TERMS AND ABBREVIATIONS

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Special terms and abbreviations used in technical design reports


During the performing of the design, and in this report, some codes, terms and abbreviations have been frequently used and are here next listed:

Inst./Firm

description

PCU

Project Co-ordination Unit - (employer: City of Mostar)

PCU TA

Project Co-ordination Unit Technical Assistance

UNESCO

United Nations Educational, Scientific and Cultural Organisation

ICE

International Committee of Experts

WB

World Bank

ICHM

Institute for Preservation of Cultural, Historical and Natural Heritage of Mostar

CONEX

CONEX - Company in charge of the investigations

LGA

LGA - Company in charge of the laboratory tests

GE

General Engineering Company in charge of the design of the bridge

OG

Omega Engineering Company in charge of the design of the towers

WS

Work Supervisor

Some other technical abbreviations and terms have been used in the report, and for a detailed explanation it may be referred also to 2.3.9 of this report. A list of the most important abbreviation used is, anyhow, here next reported:

technical term

description

Phase A

Preliminary study and research phase of current assignment

Phase B

Final design phase of current assignment

Inception report

Starting report (after 40 working days)

Phase A report

Preliminary study report (end of phase A)

Phase B report

Final report (this report)

1955 survey

Ancient survey of the bridge held in the year 1955

1982 survey

Ancient survey of the bridge held in the year 1982

2000 survey

Most likely geometry of former bridge

Drw

Drawing

BoQ

Bill of Quantities

ToR

Terms of Reference (contractual terms of the assignment)

CAD

Computer Aided Drawing

a.s.l.

above sea level

r.w.o.

rain water outlet

MPa

Mega Pascal

XX

XX

SMS

Stari Most Stones

SMS-A

Stari Most Stones load bearing Arch

SMS-B

Stari Most Stones Bridge stones

SMS-Bsp

Stari Most Stones Bridge stones - spandrels

SMS-Bc1

Stari Most Stones Bridge stones - lower cornices

SMS-Bc2

Stari Most Stones Bridge stones - upper cornices

SMS-Bpa

Stari Most Stones Bridge stones - parapets

SMS-C

Stari Most Stones bridge fill and stiffening rib

SMS-D

Stari Most Stones pedestrian flooring

SMS-RS

Stari Most Stones Recovered Stones

SMS-LS

Stari Most Stones Lost Stones

SMS-BS

Stari Most Stones Built Stones

SMS-mk

Stari Most Stones marked stones

A-1

Already assembled voussoir (arch stone)

A-2

Voussoir (arch stone) to be assmbled

XX XX

QY-blocks

quarrying of huge blocks from the source site

SC-rough

rough stone cut in parallelepipeds + (qt) min cm3

SC-final

final stone cut with final shape and dimensions

SF-adjusting

stone finishing and adjusting

qt

Quarrying tolerance (cm3)

nov

Number of voussoirs in current row

dev

Deviation from row plan

XX XX

(Drw) GE-XX

General Drawings

(Drw) CU-XX

Current Condition drawings

(Drw) RM-XX

Remedial Works drawings

(Drw) DS-XX

Dismantling Works drawings

(Drw) PH-XX

Construction Phases drawings

(Drw) RE-XX

Reconstruction Works drawings

(Drw) RF-XX

Reference drawings

(Drw) SC-XX

Stone Cut drawings

(Drw) ME-XX

Metal Elements drawings

(Drw) AD-XX

Additional and Details drawings

(Drw) TW-XX

Survey of the Towers drawings

(Drw) XX-XX

Excluded drawings


CREDITS:

Intellectual property of this report and of the design drawings is owned by General Engineering s.r.l.

author of the text: arch. Manfredo Romeo other contributes have been mentioned in related paragraphs

- General Engineering Workgroup -

SOURCE:

Final Design Report

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