BETON İŞLERİ DENEY FORMLARI

MTEAHHT

KARAYOLLARI GENEL MDRL 5. BLGE MDRLGaziantep-anlurfa Otoyolu Gaziantep evre Yolu KesimiFORM NO: GY-KK-011

MHENDS

LMAK-MET-KOLNAD ORTAKLII

altnok

MAVR MHENDSLK TAAHHT SANAY VE TC.LTD

BETON AGREGASI ELEK ANALZAlnd Yer:Elek inc 1.1/2" 1" 3/4" 1/2" 3/8" No.4 No.8 No.16 No.30 No.50 No.100 No.200 ncelik Modl100 0,075 0,150 0,300 0,600 1,18 2,36 4,75 9,5 12,5 19,1 25 37,5

LAB REF:0-5(KUM) Top.kalan Arlk : % kalan 2167 % geen 5-10 Top.kalan Arlk : % kalan 3479 % geen 10-20 Top.kalan Arlk : % kalan 3414 % geen Top.kalan Arlk : % kalan

Tarih % geen

: Top.kalan

Elek mm 37.5 25.4 19 12.5 9.5 4.75 2.36 1.18 0.6 0.3 0.15 0.08

0 0 0 79 697 1119 1495.8 1919.4 2030.1 2127.5 0.0 3.6 32.2 51.6 69.0 88.6 93.7 98.2 100.0 96.4 67.8 48.4 31.0 11.4 6.3 1.8 3423.1 98.4 1.6 3392.9 0 3102.3 3412 3414.8 0.0 0.0 89.2 98.1 98.2 100.0 100.0 10.8 1.9 1.8 2226.5 3192.8 3389.2

0.0 65.2 93.5 99.3

100.0 34.8 6.5 0.7

99.4

0.6

80

% Geen

60

40

20

0 0.01 0.1N.100 N.50 N.30

1 N.16

N.8

N.4

10 3/8

1/2

3/4

1

11/2

Elek Ebatlar

0 0.01 0.1 1 10

Elek Ebatlar

DENEY YAPAN

MTEAHHT

MHENDS

HENDS

tnok

R MHENDSLK NAY VE TC.LTD.T.

Arlk : % kalan

% geen

37,5

11/2

100

100

FORM NO: GY-KK-012

BETON AGREGASI GNLK ELEK ANALZ ZETAgregaElek Ebatlar(in) Elek Ebatlar(mm)

0-5 (Kum) 3/8 9.5 % pa. N.4 4.75 % pa. N.8 2.36 % pa. N.16 1.18 % pa. N.30 0.600 % pa. N.50 0.300 % pa. N.100 0.150 % pa. N.200 0.08 % pa. 3/8 9.5 % pa. N.4 4.75 % pa.

5-10 (Krmata) N.8 2.36 % pa. N.30 0.600 % pa. N.200 0.075 % pa. 3/4 19.5 % pa. 1/2 12.5 % pa.

10-20 (Krmata) 3.8 9.50 % pa. N.4 4.75 % pa. N.10 2 % pa. N.200 0.08 % pa.

Tarih

ORT.

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MTEAHHT

MHENDS

MTEAHHT

KARAYOLLARI GENEL MDRL 5.BLGE MDRL

MHENDS

LMAK - KOLNAD ORTAKLII

Gaziantep anlurfa Otoyolu Gaziantep evre Yolu Kesimi

ALTINOKMHENDSLK MAVRLK TAAH.SAN.TC.LTD.T.

FORM STOK NO : 7583723AGREGA DENEYLERProjeYerNumune Cinsi :

GY-KK-013 TarihLab.Ref.No.

Gaziantep evre Yolu ::

::

KABA AGREGANIN ZGL AIRLIKLARI VE SU ABSORPSYONUA B C B / (B-C) A / (A-C) A / (B-C) B-A / A.100 Kuru malzemenin havadaki arl , gr. Doygun - yzey - kuru malzemenin havadaki ar. gr. Doygun - yzey - kuru malzemenin sudaki ar. gr. DYK zgl Arlk Zahiri zgl Arlk Hacim zgl arlk Absorpsiyon yzdesi

0-5(Kum)

5-101526.03 1540.16 965.13 1542.17 1556.57 975.02

10-202440.20 2468.02 1535.17 2352.77 2380.52 1482.16

2.678 2.721 2.654 0.93

2.677 2.719 2.652 0.93

2.646 2.696 2.616 1.14

2.650 2.702 2.619 1.18

NCE AGREGANIN ZGL AIRLIKLARI VE SU ABSORPSYONUA B C D E C / (C+B) - D E / (B+E) - D E/(B+C) -A-D C-A-E / E Piknometre arl, gr. Piknometre + su arl , gr. Piknometre + doygun - yzey - kuru numune ar., gr. Piknometre + numune + su arl , gr. Kuru numune arl , gr. DYK zgl Arlk Zahiri zgl arlk Hacim zgl arlk , Gi Absorpsiyon yzdesi 697.30 510.08 1014.63 499.15 2.646 2.745 2.590 2.19 680.60 502.59 994.20 492.47 2.659 2.753 2.606 2.05 192.750 181.820 188.990 178.870

MNERAL FLLERN ZAHR ZGL AIRLIIA B C DC - A / (B-A)-(D-C)

Piknometre arl, gr. Piknometre + su arl , gr. Piknometre + kuru numune ar., gr. Piknometre + numune + su arl , gr. Zahiri zgl arlk , GF

AGREGANIN LOS ANGELES LE AINMA KAYBIA B A-B / A *100 lk arlk , gr

Son arlk , gr Anma kayb yzdesi

SUYUN TESRNE KARI DAYANIKLILIK NICHOLSON YNTEM LE SOYULMAYA KARI MUKAVAMET %60 - 70 pen AC ile 75 - 100 pen AC ile 150 - 200 pen AC ile

VALT YNTEM Toplam dane says Den dane says DENEY YAPAN

1 100

2

3

100

MTEAHHT

MHENDS

MTEAHHT LMAK-MET-KOLNAD ORTAKLII FORM NO: GY-KK-014

KARAYOLLARI GENEL MDRL 5. BLGE MDRLGaziantep anlurfa Otoyolu Gaziantep evre Yolu KesimiBETON AGREGASI ZGL AIRLIK VE ABSORBSYON DENEYLER ZET

MHENDS

altnokMAVR MHENDSLK TAAHHT SANAY VE TC.LTD.T.

0-5 (kum)TARHKURU ZGL AIRLIK gr/cm3 D.Y.K ZGL AIRLIK gr/cm3 ZAHR ZGL SU EMME %'S AIRLIK gr/cm3

5-10 (krmata)KURU ZGL ZAHR ZGL SU EMME %'S AIRLIK D.Y.K ZGL AIRLIK gr/cm3 AIRLIK gr/cm3 gr/cm3 KURU ZGL AIRLIK gr/cm3

10-20 (krmata)D.Y.K ZGL AIRLIK gr/cm3 ZAHR ZGL SU EMME %'S AIRLIK gr/cm3 KURU ZGL AIRLIK gr/cm3 D.Y.K ZGL AIRLIK gr/cm3 ZAHR ZGL SU EMME %'S AIRLIK gr/cm3 KURU ZGL AIRLIK gr/cm3 D.Y.K ZGL AIRLIK gr/cm3 ZAHR ZGL SU EMME %'S AIRLIK gr/cm3

ORT.

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#DIV/0!MHENDS

MTEAHHT

KARAYOLLARI GENEL MDRL 5.BLGE MDRLGaziantep anlurfa Otoyolu Gaziantep evre Yolu Kesimi

MHEND

LMAK - KOLN AD ORTAKLII

MHENDSLK M TAAH.SAN.TC.L

ALTINOK

FORM NO: GY-KK-015

YASSILIK NDEKS DENEY RAPORUPROJE ADI : TVENAN O KARIIM O Gaziantep evre Yolu MAKSMUM DANE BOYUTU AGREGA BOYUTU KARIIM ORANLARI (A) HER ELEKTE KALAN % (B) 2 3 0 0 0 0 0 0 0 14.2 0 50.6 17 32.9 25.4 1.30 47.4 0.20 LAB. NO : 32 (1) 1 (2) TARH :

0-7

ELEK AIKLII mm in mm in 21/ 2" 63 50 37.5 25 19 12.5 9.5 6.3 2" 11/2" 1" 3/4" 1/2" 3/8" 1/4"

1 0 0 0 0 0 0 0 0

4

1

7 - 15 40 26 KARIIMDA HER BR MALZEMENN HER ELEKTE KALANI % C= B X A / 100 2 3

15 - 30 (3) 34 KARIIMDA HER ELEKTE KALAN % D=TOP.C

4

4.42 6.60 12.32

4.83 17.20 11.20 0.44 0.01 +

4.83 17.2 15.62 7.04 12.33

ELEK AIKLII

DENEYE ALINAN MLZ. AR.gr. (G)

mm 63 50 37.5 25 19 12.5 9.5 6.3

in 21/ 2" 2" 11/2" 1" 3/4" 1/2" 3/8" 1/4" 8000 2500 1000 500 250

1

HER MALZEMEDEN DENEYDE KULLANILAN MKTAR (gr) GXC/D 2 3

4

TOPLAM : E = TOP. D HER MALZEMENN YASSI DANE MKTARI (gr) H 1 2 3

57.02

4

282.97 468.75 249.80

8000 2500 717.03 31.25 0.20

70 179 77.7

2474 618 176 12 0.1 YASSILIK NDEKS % TOP.K

DENEY YAPAN

MTEAHHT

MHENDS MHENDSLK MAVRLK TAAH.SAN.TC.LTD.T.

ALTINOK

K NDEKS DENEY RAPORUTARH 15 - 30 : (3) (4) DZELTLM HER ELEKTE KALAN % F= D X 100 / E

KARIIMDA HER ELEKTE KALAN % D=TOP.C

4.83 17.2 15.62 7.04 12.33 +

8.47 30.16 27.39 12.35 21.62

57.02TOPLAMYASSI DANE

100DZ.YASSI ORANI % DANE ORANI I= HX100/G % K=IXF/100YASSI DANE

AR.(gr)H

3521 618 246 191 77.8 YASSILIK NDEKS % TOP.K

44.01 24.72 24.60 38.20 31.12

3.728 7.457 6.739 4.716 6.729

29MHENDS

MTEAHHT

KARAYOLLARI GENEL MDRL 5.BLGE MDRL

MHENDSMHENDSLK MAVRLK TAAH.SAN.TC.LTD.T.

LMAK - KOLNAD ORTAKLII

Gaziantep anlurfa Otoyolu Gaziantep evre Yolu Kesimi

ALTINOK

FORM NO: GY-KK-016 Lab No: Proje : Malzeme: Numunenin alnd yer: Numuneyi alan : Tarih :

KL TOPAKLARI % si DENEY RAPORUElek boyutu -in 1 1/2 1 3/4 1/2 3/8 No:4 No:16 Toplam Geen % Orijinal Elekler numunenin arasnda % de gradasyonu % kalan kalan Agrega boyutu in Deneye alnacak minimum Ykama elei agrega boyutu in arl gr Agregann deney ncesi arl A(gr) Agregann Kil topaklar % si deney sonras C:(Aarl B(gr) B)/A*100

1-3/4 3/4/1/2 1/2-3/8 3/8-N:4 N4-N16

N0:4 N0:4 N0:4 N0:8 N0:30 KL TOPAKLARI %

DENEY YAPAN

MTEAHHT

MHENDS

MHENDS

ALTINOK

DSLK MAVRLK .SAN.TC.LTD.T.

Orijinal gradasyona gre dzeltilmi kil topaklar % si C*a

MTEAHHT LMAK - KOLN AD ORTAKLII

KARAYOLLARI GENEL MDRL 5.BLGE MDRLGaziantep anlurfa Otoyolu Gaziantep evre Yolu Kesimi

M

MHEND TAAH.S

FORM NO: GY-KK-017

BETON KARIIM DZAYN RAPORU(MX DESNG REPORT)Lab.Ref.No : Beton Snf/Class of Concrate : C-20/25 imento Snf/Class of Cement : P-42,5 imento Fab./Factory of CementAgrega Kayna : Elek - Sieve ASTM (in) mm nce -Fine nce- Fine FA1 N FA2 C Kaba - Coarse CA1 C CA2 C imento/Cement Su/Water 100.0 100.0 82.0 72.6 48.9 31.7 20.1 11.6 5.0 2.4 22 0 0.9 -3.45 30 0.0 0.65 -2.49 100 Toplam/ Total -9.97Bileenlen/Components imento/Cement Su/Water Katk/Admixture

Max.Dane ap / Dmax W/C Oran / Ratio Katk / Admixt.

: 20 mm : 0.56

Tarih / Date Beton Kr.No

: :

:

Katksz

AGREGA GRADASYONU / Gradation of Aggragates Kar./Mix.

1m3 N KARIIM MKTARLARI/ Mix Des MALZEMELER / Material

0-51" 3/4" 1/2" 3/8" n.4 n.8 n.16 n.30 n.50 n.100 25 20 12.7 9.5 4.75 2.36 1.18 0.600 0.300 0.15 100.0 100.0 100.0

0-5(KRM)100.0 100.0 100.0 100.0 99.8 69.3 43.9 28.2 19.2 13.5 16 1.4 2.9 -4.13

5-10100.0 100.0 100.0 100.0 9.3 1.4 1.0

10-20100.0 100.0 40.1 8.7 0.2

Hava/Air Katk/Admixture Katk/Admixture Ksmi Hacim/Partial Volume Agregalar/Aggregates Kum/Sand (0-5) Kum/Sand (0-5 Krma) Orta akl/Medium Gravel (5-10) Kaba akl/Coarse Gravel (10-20) Toplam/Total

100.096.2 63.5 40.1 22.3 6.1 0.9 32 2.6 2.58 0.11

Karm Oranlar / Mix Ratio

RUTUBET DZELTMES / Moisture Correction Rutubet / Moisture Su Emme / Absorbtion Su / Water

1 m3 KARIIM N DZELTLM AIRLIKLA Correction Weights for 1 m3 1 m3

MUKAVEMETLER / Strenghtes (N/mm2)

372 220 547 271 380 522 2313

Numune No Sample No

3 Gn / Days KN N/mm2

7 Gn / Days KN N/mm2

28 Gn / Days KN N/mm2

Kum/Sand(0-5 Doal) Kum/Sand(0-5 Krma) Orta akl/Fine Gravel Kaba akl/Medium Gravel

1 2 3Ortalama/Ave. N : Doal/Naturel C : Krma/Crushed

Toplam/Total

concretre gradng sand for pumable 100 90 80 70 60 50 40 30 20 10 0 0.10 1.00 sieves (mm) Column N Column O Column P Column M Column H 10.00 100.00 Birim Arlk :1/2" 11/4"

Zaman Time

kme Slump (mm)

% passing by weight

Dnceler/Remarks :

gr/cm3

DENEY YAPAN/TESTED BY

MTEAHHT/CONTRACTOR

MHENDS/ENGN

MHENDS ALTINOK MHENDSLK MAVRLK TAAH.SAN.TC.LTD.T.

ARIIM DZAYN RAPORUTarih / Date Beton Kr.NoKatksz

MX DESNG REPORT): : 31,08,2009 %1m3 N KARIIM MKTARLARI/ Mix Design for 1 m3 HACM VOLUME D.Y.K..ASSD.Sp.Grv.

0

ArlklarWeight kg

119.23 210 15 0.00 0.00 344.23 655.77 209.85 104.92 144.27 196.73 1000.01 m3 KARIIM N DZELTLM AIRLIKLAR Correction Weights for 1 m3 0,010 m3

3.12 1 1.17 1.17 2.631 2.61 2.627 2.660 2.665

372 210 0.000

1725.5 547.1 275.6 383.8 524.3 2312.7

13.020 7.699 19.151 9.502 13.311 18.263 80.946

kme Slump (mm)

Scaklk Tempreture 0C

MHENDS/ENGNEER

MTEAHHT

LMAK - KOLNAD ORTAKLII

KARAYOLLARI GENEL MDRL 5.BLGE MDRLGaziantep anlurfa Otoyolu Gaziantep evre Yolu Kesimi

MHENDS

ALTINOKMHENDSLK MAVRLK TAAH.SAN.TC.LTD.T.

FORM STOK NO : 7583860BETON DAYANIM DENEY RAPORUANTYE ADI G.ANTEP EVRE YOLU ANTYES NUMUNE CNS 15*15*15 cm Kp NUMUNEY ALAN

GY-KK-018

RAPOR TARH 02.12.2008

M.ARPACI/H.DAMDEREBulunan Mukavemet N/mm2 NO 1915 BETON SINIFI BS-25 7 Gn 37.50 35.80 38.55 28 Gn 48.16 49.69 49.52

LABORATUVAR NO

NUMUNENNYER24+802 2x(6,5x12) Altgeit Kp. Ano B-2 Gney Yn Perde Betonu

TARH 11/4/2008

28 Gn artname Lim.N/mm2

YAI VEYA DENEY TARH

1860 " "

02.12.08 " "

ORTALAMA

37.28

49.12

34

"

DENEY YAPAN

MTEAHHT

MHENDS

MTEAHHT

LMAK-MET-KOLNAD ORTAKLIIFORM NO: GY-KK-019

KARAYOLLARI GENEL MDRL 5. BLGE MDRL Gaziantep anlurfa Otoyolu Gaziantep evre Yolu Kesimi

altnokMAVR MHENDSLK TAAHHT SANAY VE TC.LTD.T.

MHENDS

BETON BASIN DAYANIMI ZET ZELGESBETON SINIFI SIRA NO BETON DKM TARH MKTARI BETON EVRE SLUMP SLUMP ISISI ISISI CO

BETON BASINC DAYANIMI(N/mm2) 15cm*15cm*15cm kp7 GNLK 1 2 3 ORT. KIRIM TARH 1 2 28 GNLK 3 ORT. art.Lim.

PLENT mm

ARAZ mm

BETON DKM YER / YAPI

m3

C

O

MTEAHHT

MHENDS