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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.
#DIV/0! #DIV/0!
#DIV/0!
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
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.
#DIV/0!
#DIV/0!MTEAHHT
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#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