vEN KHoA HQc VA CONG NGI-$ GIAo THONG VAN TAI - INSTITUTE oF TRANSPORT SCIENCE AND TECHNoLoGY PHdNG THiNGHIEMTRQNG DItMETIONG BO I - ROAD LABORATORY I Dia chi: 1252 Duong Lang - DiSng Da
Trang 1vEN KHoA HQc VA CONG NGI-$ GIAo THONG VAN TAI - INSTITUTE oF TRANSPORT SCIENCE AND TECHNoLoGY
PHdNG THiNGHIEMTRQNG DItMETIONG BO I - ROAD LABORATORY I
Dia chi: 1252 Duong Lang - DiSng Da - Hd NQi - Tel./ Fu<(54-24)7.663.488, Email: Roadlabl@itst.gov.vn
**+*,+*** +'t* 't+ *** * ** **
s6 - N,, dLb /20 t B/LAs-xD I 0s
sAo cAo KEr euA rrri NGHTF,M GOr cAu cao su c6r BAN rHEp REPORT ON TESTING RESULTS ON ELASTOMERIC BEARING
1 Don v! y6u ciu:
Client:
CONG TY TNHH PHUC LOC
2 C6ng trinh - H4ng mgc:
Project - Item:
Tuy6n ducmg Qu5c l0 19 (Doan tu cang Quy Nhon d6n giao Qu6c l0 lA)
G6i thiu si5 03: Xay dpg n€n duong,CTTN do4n Km 0+00 - Km 5+040, m4t dudng tto4n Km 2+00 - Km 5+460
3 Ngudn g5c m6u:
Sample source:
G5i cao su c5t ban th6p vd vft liQu ch6 tao gi5i Z00x300x39mm
Nhi san xudt: C6ng ty c6 phdn co khi cao su BRC / Mdu do kh6ch hdng mang dOn
4 Ngiy tlIng kf:
Date of registration:
5 Ngiy nh$n:
Date received:
6 Mi s5 mfiu:
Sample code
3r/07t2018
3r/07/2018
159-l/18/SG
Hd Nji, ngay 05 thdng 08 ndm 2018
Trang 2vrEN KrroA HQC VA CoNG NGHE crAO THoNG VAN TAI - INSTITUTE OF TRANSPORT SCIENCE AND TECHNOLOGY
psdNc rui NGHI9M TRQNC OIEnn OUO'NG B0 I - ROAD LABORATORY I ffiffi Dia chi: 1252 Duong Lang - Dting Da - He NOi - Tel./Fax(84-24) 7.663.488, Email: Roadlabl@itst.gov.vn
qlr
sa - wo : *.1& /20 I 8/us-xD I 0s
nAo cAo rfr quA rHi NGHIEM GOI cAu cao sU cOT BAN THEP
REPORT ON TESTING RESULTS ON ELASTOMERIC BEARING
t Do'n vi yau cAu: coNG TY TNHH PH0c LQc
Client:
2 Cingtrinh - Project: Tuyiin ttuong Qu6c l0 19 (Doan tir cang Quy Nhon d6n giao Qudc l0 lA)
Hgng mgc - Item: G6i thdu s6 03: X6y dpg nAn dudngcrrN doan Km 0+00 - Km 5+040, mEt dubng tloen I(m 2+00 - Km 5+460
3 Ngubn g6c m6u: Gtii cao su ctit ban th6p vi v6t li€.u chti tao gtii 200*00x39mm
Sample source: Nhi san xuAc COng ty cii phAn co khi cao su BRC / Miu do lfi6ch hdng mang cl6n
Mi s6 miu:
4 Ngiy nhfn:
5 Ti€u chuin iilinh gi6: Theo chi d6n k! thudt cria du an
Standardspecification: Followtechnicalinstructionsofproject
6 K6t qun thi nghiQm - Test results:
Stt / No Chi ti0u thi nghiQm / Items Dor v! /Unis Phuong ph6p tht'/
Test method
YGuciu I
Required
K€t qui /
Results
6.1 N6n crSc h4n / Ultra compression
ifng su6t thi' nghi{m / Test stress :
ASTM D4014:07
6.2 N6n diri h4n / Long - term compressron ASTM D4014:07
- GOi tclOng c6 v6t nrit, ph6ng rQp hay tdch l6p
- Bearing not cracks,
blistering or delamination
Z Ghi chri-Note: - K6t qui chi ti6t xin xem cdc trang sau / Detailed results please see the following pages
- C6c thdng tin tir mtrc I tliSn mUc 5 do k*rdch hdng cung c6p / The information from Section I to Section 5 provided by client
8 Nhii'ng ngudi thr;c hiQn - Operators:
Thi nghiQm / Tested by Tinh todn / Caculated by
Ki6m tra / Checked by
Hd NQi, ngdy 05 thdng 08 ndn 2018
+/ PHONG
').0udNsBf; i
S,*-.#
NGHTEM LAS-XD 10s
Trang 3l*i$ 9*Dt :3lXrfi
VENKHOAHQC VA CONGNGHE GIAO TH6NGVANTAI- INSTITUIEoFTRANsPoRT ScIENcEAND TECHN.L.GY
PHU LUC KET QUA THi NGHIEM NEN PHA HOAI CTI C HAN COA COI CAU
PHONG rUi NCHIEU TRQNG DTEMDUONG BO r _ ROAD LABORATORY r Diaclri: 1252DuongL{ng-DiingDa-HiNOi-Tel./Fax(84-24)7.663.488,Emai1:Roadlabl@itst.gov.vn
/2 0 I 8/LAS-XD I 0s
CONG TYTNHH PHUC LQC
l Do'n v! y6u cAu:
Client:
2' c6ng trinh - Project:
Tuy€nduong eu6c l0 19 (Doan tir cdng euy Nhon d6n giao eu6c lg lA)
Hgng mgc - Item: G6i thiu sti 03: Xdy dpg niin duong,CTTl.i doan Km 0+00 - Km 5+040, mlt <tuong doqn Km 2+00 - Km 5+460
3 Ngudn g6c mdu: G6i cao su ciit ban th6p vd vft li0u ch6 tao g6i 200x300x39mm
Sample source: Nhi san xu6t Cdng ty c6 phan co khi cao su BRC / Miu do kh6ch hdng mang d6n
4 Ngiry nhin:
a1 t.l n^1o Ngiy thi nghiQm:
Test date:
5 Ti0u chuAn 6p dgng: TiGu chuin thfr / Test method: Ti6u chuin il6nh gi6 : Theo chi dAn ky rhuat cria du rin
To comply with standards: ASTM D40I4:07 Standard specification: Fonow technical instructions
ofproject 6' Thi6t bi thi nghiQm - Equipment: Khung thri nghi€.m 650T, kich thriy lgc ovM 500T / Testing frame work 650 T, Hydraulic jack ovM 5007
7 K6t qu6 thi nghiQm - Test results:
Kf hiQu miu / Sign of bearing
Kich thu6'c hinh hgc,/ Dimension - ( mm )
T6ng chi6u diy c6c
l6p th6p / Total steel thicknees
H1 -(mm)
T6ng chidu diry cic
kip cao su /Total
elastomer thicknees Hcs - (mm ) Tru'6'c khi thfr / Before testins Sau khi thfrl After testing
Ung sudt / Stress - ( kg/cm2 .y Bi6n d4ng trung binh
Average deformation - ( rnrn )
PhAn tlim bi6n dgng Deformation-(%) Y€u cAu k! thugt
Required-(%)
8' Ghi chri-Note: ' K6t qud thi nghipm tr€n chi c6 gi6 tri d6i voi mEu thri / The test result is only valid for tested sample
' c6c th6ng tin tir muc I d6n muc 5 do khdch hang cung c6p / The information from Section I to section 5 provided by client.
Hd NOL ngdy 05 thdng 08 ndm 20 t 8 PHONG THi NGHTEM LAs-xD tos
Thi nghigm / Tested by: Tinh todn / Caculated by: Ki6m tra / Checked by:
d"AS 105
NhA thAu / Contractor: Tu v6n gi6m sdt / Engineer: Chri iliu tu / Employer:
BM-73-38t2s.15
0t/01D017
Trang 4VIEN KHOA HQc vA CONG NGFry ctAo rHoNG vAN TAi - INSTrrurE oF TRANSpoRT scrENcE AND TECHNoLocy
pudNc rHi NcnrEM TRQNG DriM DUONC SO r _ ROAD LABORATORY r
Dia chi: 1252 Dudng Lang - D6ng Da - Hd NOi - Tel./ Fax (84-24) 7.663.48g Email: Roadlabt @rrst.gov.vn
pHU LUC rfr quA rHi NGHTFM NEN oAl u4N cua c6r cAu
APPENDIX ON TESTING RESULTS ON LONG - TERM COMPRESSION OF BEARING
1 Eon vj y6u cAu: cot{c ry TNItr{ effuc r.gc
CIient:
2 Cdng trinh - Project:
1u1ey.Auo.nq au6c lO I9 (Eo?n tt cang euy Nhon tl€n giao eurSc 16 r A)
Hlng mgc - Item, o6i thau s6 03: xay dung ndn dudng,clTN tloan Krn oi00 - Km 5+040, mdt dudng doan Km 2+00 - Km 5+460
3 Ngudn gdc m6ur G6i cao su crit bdn rh6p vd v6t li€u ch6 tao g6i 200x300x39rnm
Sarnple source: Nhd sdn xu6t: C6ng ty cd phdn co khi cao su BRC / M6u do kh6ch hdng mang cl6n
4 Ngdy nhin:
Datereceived: 3t/07/2018 i::::::-t'*' ,ir3r/7/rsdiin r/8/18
5 Ti6u chuin rip dgng: Ti6u chu6n thri./ Test method: Ti6u chuAn ddnh giri : Theo chi d6n k! thu{t cta dg an
To comply with standards: ASTM D4014:07 Standard specification: Follow technical instn:ctions ofprqect
6 Thi6t bi thi nghiQm : Khung thr! nghiQrn 650! kich thriy lsc OVM 500T /
Equiprnenl: Testing frame work 650T, Hydraulicjack OVIvI 5007
? I(6t qun thi nghiem - Test results:
Lo?i giii cAu / Type ofbearing Tii trgng max / Max load Tii trgng thfr'nghiQm / Load test Thdi gian t6c drlng tgc / Time load
Vtn = 1.5 x 500.0 : 750 kN 15 gid ( Hours )
Kfch thudc hinh hgc / Dimension ( mm )
Tru6c khi th&/ Before testinq Sau khi thft/ After testing
Cao / Height
- Quan s6t bdng mit thuong cutii qua trinh thi nghiem / By visual observation final load period:
- G6i kh6ng c6 v6r nm, phdng rQp hay tach ldp
- Bearing not cracks, blistering or delamination
8' Ghi chti-Note: K6t qui thi nghiQm tr6n chi c6 gi6 tri d6i vdi meu rhtr / The test result is onty valid for tested sample
cac thdng tin ttr mgc 1 tl6n muc 5 do khdch hdng cung cip / The information from Section 1 to section 5 provided by client
Nhfing ngu'di thr;c hiQn - Operators:
Thi nghiQm / Tested by:
Ki6m tra / Checked by:
Tlnh todn / Caculated by:
>va
// l;: rN\
Pham Vi$t Cudng
Hd NQi, ngdy 05 tfuing 08 ndn 201 8 PHONG Tsi NGHTpM LAS-XD 10s
Tu vdn gi6m sdt / Engineer: Chfi tliu tu/ Employer:
BM-73-38/25.14
01/0t/2017
Trang 5vE'iKHoAHQc vA CONGNGHE cIAo rH6NG vAN TAI - rNSTrrurE oF TRANSpoRT scrENcE AND TEcHNoLocy
pnoNc rHi NGHTEM rngNc olivt ou'dtlc Be I _ RoAD LABoRAToRy r
r3o e&ir ;2r{r} Dia chi: 1252 Dudng Lang - E6ng Da - HA Ngi - Tel./ Fax (84-24) 7 .663.488, Email: Roadlabl@itst.gov.vn
S<; - No; <fu r /20 t 8/USXD I 0s
't 'PHU LUC KET QUA rHi NGHTEM NEN DAr H4N ctrA Gor cAu (Trfp rHEo)
APPENDIX ON TESTING RESULTS ON LONG - TERM COMPRESSION OF BEARING (CONTINUOUS)
Gid.ngAy
hours-Date
C6p tili t
Grade load
Tri sii lg'c n6n Load value
(kN)
Bi6n d4ng / Deflection x ( 0.01mm ) Bi6n d4ng
trung binh
Average deflection ( mm)
Ddng h6 t Dial 1
oting trd z
Dial2
D6ng hb r
Dial 3
Dting trii 4 Dial4
17:30:00 - 3l/0112018 1.5 Vmax 750.0 136 t58 ls2 166 1.530
20:30:00 - 3110712018 1.5 Vmax 750.0 151 l7l 167 182 1.678 2l 30:00 - 31/0712018 1.5 Vmax 750.0 154 I'14 t71 I86 1 .713
23:30:00 - 31/0712018 1.5 Vmax 750.0 159 179 177 193 1.770
i:30:00 - 31/01/2018 1.5 Vrnax 750.0 t62 182 l8l 196 1.803
2:30:00 - 01108t2018 1.5 Vmax 750.0 loJ 183 178
4:30:00 - 01/08/2018 1.5 Vmax 750.0 163 183 180 t99 1.81 3
5:30:00 - 01/08/2018 1.5 Vrnax 750.0 loJ 183 181 200 I 818
6:30:00 - 01/082018 1.5 Vmax 750.0 163 t83 l8l 200 I .818
8:30:00 - 0110&/2018 1.5 Vmax 750.0 163 183 l8l 200 1.818
Nhii'ng ngu'd'i thyc hiQn - Operators:
Thi nghiQm / Tested by: Tfnh toain / Caculated by: Ki6m tra / Checked by:
116 Hoang Ngoc
Hd NQi, ngdy 05 th
'HONG}.I+iNGH
w
dng 08 ndm 201 8 TEMLAS-XD 10s
NS-xDPp->'d
.nh TuAn
Nhh thdu / Contractor:
BM-73-38t25.14