Statistical Study to Check the Conformity of Aggregate in Kirkuk City to Requirement of Iraqi Specification

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Ammar S. Khazal
Nazar N. Ismael
Adbulfattah Khalaf Husein

Abstract

This research reviews a statistical study to check the conformity of aggregates (Coarse
and Fine) was used in Kirkuk city to the requirements of the Iraqi specifications. The data of
sieve analysis (215 samples) of aggregates being obtained from of National Central
Construction Laboratory and Technical College Construction Laboratory in Kirkuk city have
analyzed using the statistical program SAS. The results showed that 5%, 17%, and 18% of fine
aggregate samples are passing sieve sizes 10 mm, 4.75 mm, and 2.36 mm, respectively, which
were less than the minimum limit allowed by the Iraqi specifications for each sieve. The
percentages passing sieve sizes 1.18mm, 600micrometers, and 300micrometers were more
than the upper limit of specification by 5%, 20%, and 30% respectively. The samples were
passing sieve sizes 1.18mm, and 600micrometers less than the minimum limit of specification
by 17%, and 4%, respectively. The results showed that the deviation in a sieve size of 150micrometers for the upper limit of the specification performs 2% of the total number of samples.
For Coarse aggregate, the samples passing sieves size 37.5mm and 20mm were comforting
the Iraqi specifications by 100% and 83% respectively, it has found that the samples were
passing sieve sizes 10mm was 5% was more than the higher limit of Iraqi specifications, and
27% of these samples were less than the minimum limit, whereas sample passing sieve size
5mm was 1% which is more than the upper limit of the Iraqi specification. As a result of
statistical analysis of data for fine aggregate, it has found that the samples were passing sieve
sizes 10mm, 2.36mm, 1.18mm and 150micrometers conforming from statistical point of view the
Iraqi specifications, whereas the samples were passing sieve sizes 4.75mm, 600micrometers
and 300 micrometers didn’t conform. Statistical analysis of the results of the coarse aggregates
also showed that conforming to sieve sizes of 37.5mm and 20mm and didn’t conform for sieve
sizes 10mm and 5mm.

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References

-الخلف ، مؤ دٌ نوري و وٌسف، هنا عبد ،"تكنولوج اٌ

، الخرسانة"، مطبعة الجامعة التكنولوج ةٌ، 558

.1984

- Sangor AM. The use of coarse and fine

aggregate not satisfying Iraqi specification

for grading in concrete. M.Sc. Thesis,

University of Baghdad, Collage of

Engineering, 2005.

- IQS 45/1984. Iraq specification for

aggregate from natural source for concrete

and building construction. Baghdad, Iraq.

- Neville, AM., Properties of Concrete”, 5th

ed., (London), PITMAN, 2011.

- Al-Dulaimy AJ. The effect of fine

aggregate on properties of concrete. M.Sc.

Thesis, University of Baghdad, Collage of

Engineering, 2005.

- Neville AM., and Brooks JJ. Concrete

technology. 5th ed., (London), PITMAN,

- ASTM Designation C295-65. Standard

recommended practice for petrographic

examination of aggregates for concrete.

book of ASTM, part2, 1972.

- Popovics S. The use of fineness Modulus

for the grading evaluation of aggregate for

concrete. Magazine of Concrete Research.

; 18(56):131-140.

- ACI 211.1-91. Standard practice for

selection proportions for normal, heavy

weight, and mass concrete. American

Concrete Institute. Committee 221. U.S.A.

- Al-Rawi RS, Abdul Latif AM. and Al-

Dulaimy AJ. The effect of grading of fine

aggregate on some properties of concrete.

Journal of Kerbala University, Scientific.

; 7(1):251-257.

- Al-Rawi RS. Investigation about grading

of aggregate in Iraq. National Center for

Construction Laboratories. Iraq. 2000.

-12 جبار، اٌ نعمة. تق مٌٌ استخدام الرمل النهري ف نتاج الخرسانة. مجلة جامعة بابل / العلوم الصرفة

-2141:) والتطب قٌ ةٌ; 2010 . العدد ) 5( المجلد ) 18

.2151

- Al-Sinawi SA, Al-Bazaz AHF, Al-Adeeb

AM. A Geological engineering evaluation

of natural concrete aggregates in Iraq.

:1-3.

- British Standards Institution. Method for

the sampling and testing of minerals

aggregates, sand and fillers. B.S. 812,

- Abrams DA. Design of concrete mixture.

Bulletin 1, Structural Materials Research

Laboratory, Lewis Institute, Chicago, 1918.

- Agha, FK. Effect of aggregate on the

quality of concrete. M.Sc. Thesis, Kansas

State University, Collage of Engineering,

- Popovics S. Concrete making material.

McGraw-Hill Book Company, New York and

Hemisphere Publishing Corporation,

Washington, DC, 1978.

- Raouf Z.A. Sand of Iraqi. The Engineer;

Iraqi Engineer Association, sept.-1965,

Baghdad, Iraq

- Al-Qassab FF. Concrete mix design

related to local conditions. M.Sc. Thesis,

University of Baghdad, College of

Engineering, 1986: 56-120.

- Al-Baghdadi HM. “The use of gravel with

grading outside the current Iraqi standard

specification limits in concrete. M.Sc.

Thesis, University of Baghdad, Collage of

Engineering, 2005.

- Nichols FP. Manufactured sand and

crushed stone in Portland cement concrete.

Magazine of Concrete International Design

and Construction. 1982; 4(8).

- ASTM C33-03. Standard specification

for concrete aggregate. Annual Book of

ASTM Standard, United State, 2003.

- Al-Rawi RS. and Al-Murshidi K. Effects

of water/cement ratio and mix proportion in

accelerated testing of concrete. Cement

and Concrete Research. 1978; 8(3):343- DOI: https://doi.org/10.1016/0008-8846(78)90104-7

- Loannides AM., Miller RA., Mills, JC,

Deshini A, Walsh KM. Effect of larger sized

coarse aggregates on mechanical

properties of Portland cement concrete

pavements and structures. Final Report

State Job No.: 14803, Research Paper

/79, University of Cincinnati, Cincinnati

Infrastructure Institute, Department of Civil

and Environmental Engineering, Cincinnati,

OH, 2006.

-25 السامرائ ،ً فراس رشاد، تحل لٌ الب اٌنات باستعمال

البرنامج الاحصائ ساس، كل ةٌ الطب الب طٌري، جامعة

. بغداد، 20

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