KQTN 200x300x67

~!EN KHOA HOC VA CONG NGHB GIAO THONG VAN TAl- INSTITUTE OF TRANSPORT SCIENCE AND TECHNOLOGY PHONG THi NGHI~M TRQNG DIEM DUONG Be) I- ROAD LABORATORY I 1so 9001 : 2oos f)ja chi: 1252 Bu 19 (E>o~ tir cang Quy Nhan den giao Quf>c I(> 1A) G6i thdu s6 03: Xay d1,lllg nen dubng,CTTN do11n Km 0+00- Km 5+040, m~t dubng do~ Km 2+00- Km 5+460 NguAn gac mliu: Gfli cao su cf>t ban thep 200x300x67 mm va v~t li~u che t11o g6i cao su c6t ban thep 200x300x67 nun - Nha san xufit: Cong ty c6 phdn ccr cao su BRC Sample source: M~u khach hang mang den Ngay nh~n: 29/12/2017 Date received: Mli sa mliu: 333-01117/SG Sample code Sa Lo: 191217 Lot No.: Ha N{>i, 12 tluing OJ nam 2018 - Iii PHONG THi NGHI~M TRQNG DIEM DU'cJNG BQ I - ROAD LABORATORY I £)ja chi: 1252 £luang Umg- E>dng £>a-Ha N(li- Tel./ Fax (84-4) 7.663 488, Email: Roadlab1@itst.gov.vn ISO 9001 : 2008 s6- No: ~£9 12017/LAS-XD105 BAO cAo KET QUA THi NGHIE:M GOI cAu CAO SU COT BAN THEP REPORT ON TESTING RESULTS ON ELASTOMERIC BEARING CONG TY TNHH PHUC LOC I Dan vj yeu cAu: Client: Cong trinh - Project: H{lng mvc- Item: Tuyen du0'11 vj I Units Yeu cAul Required K@tqua Results Thep I Steel Thep tim 3mm I Steel plate thickness 3mm Gi&i h!lll ch!\y I Yield strength Nlmm2 Gi&i h!lll bSn I Tensile strength Nlmm2 Do gian dai Elongation Ghi eM-Note: ASTM A 370- 11 % 290 305 295 300 4I5 458 440 448 24min 26.0 25.0 26.0 - Ket qua chi tiet xin xem cac trang sau I Detailed results please see the following pages - Cac thong tin tir m11c I den m11c khach hang cung dp I The information from Section I to Section provided by client Nhfrng nguiri th11c bien -Operators: Thi nghiem I Tested by ;,r CaoDucToan Tinh toan I Caculated by Ki~m tra I Checked by ~· PhlUil Viet Cuimg Ha N9i, ngily 12 tluing OJ rulm 2018 PHONG THi NGHJtM Tl> I>Bl -ROAD LABORATORY Nha thftu I Contractor: BM-73-20125.1 PHONG THf NGHitM LAS-XD lOS Tu vin giam sat I Engineer: Page: 31I6 Chti dftu tul Employer: 0110112017 l • PHONG THi NGHit;M TRQNG DIEM DUONG BQ I- ROAD LABORATORY I Elia chi: 1252 Eluimg Lang- E>6ng Ela- HaNoi- Tel./ Fax (84-4) 7.663.488, Email: Roadlabl@itst.gov.vn ISO 9001 :2008 , 3rCL,+ .I20171LAS-XD105 So- No: ~ PHT) Ll)C KET QUA THi NG~M NEN PHA HO.;.I CTjC ~ CUA GOI cAu APPENDIX ON TESTING RESULTS ON ULTRA COMPRESSION OF BEARING l DO'n vj yeu cAu: CONG TY TNHH PHUC LOC Client: Tuyen duimg Qu6c lo 19 (Elo~UI tir cang Quy Nhon den giao Qu6c lo IA) G6i thAu s6 03 : Xay d1,lllg n€n duimg,CTTN doiUl Km 0+00- Km 5+040, mlit duimg doiUl Km 2+00 - Km 5+460 Cong trinh - Project: H~ng mvc - Item: Ngu~n g6c m~u: OBi cao su c6t ban thep 200x300x67 mm va v~t lieu che t\io g6i cao su c6t ban thep 200x300x67 mm - NM san xuAt: C6ng ty c6 phAn co cao su BRC Sample source: M~u khach hang mang den Ngay Ngay thi nghiem: nh~n: 03101/2018 29112/2017 Test date: Date received: Tieu chuin ap dyng: Tieu chuin thfr I Test method: Tieu chuin danh gia : Theo chi ~ kY thu~t ella dt,r an To comply with standards: ASTM D4014:07 Standard specification: Follow technical instructions of project ThiSt bj thi nghiem - Equipment: Khung thu nghiem 650T, kich thuy lt,rc OVM SOOT I Testing frame work 650 T, Hydraulic jack OVM SOOT KSt qua thi nghiem- Test results: Kich th u6'c hinh hQc I Dimension - ( mm ) Ky hieu m~u I Sign of bearing 300 X 200 X 67 Tru6'c thfr I Before testing Sau thfr I After testing Dai Length Rl}ng Width Cao Height Dai Length Rl}ng Width Cao Height 300 200 67 300 200 67 T6ng chi~u day cac T6ng chi~u day cac 16'p thep I 16'p cao suI Total steel thicknees Total elastomer thicknees Hcs - ( mm ) Hr (mm) 15 52 (Jng suAt I Stress - ( kg/cm2 ) BiSn d~ng trung binh Average deformation- ( mm) Phin tram biSn d~ng Deformation - ( % ) Yeu du ky thu~t Required - ( % ) 35 1.33 2.6 5.0Max 56 1.59 3.1 7.0 Max 140 2.45 4.7 - Ghi chu-Note: - Ket qua thi nghiem tren chi c6 gia tri dBi vm m~u thu The test result is only valid for tested sample - Cac thOng tin tir m11c den m\lc khach hang cung cAp I The information from Section to Section provided by client Ha N6i, 12 thOng OJ niim 2018 PHONGT Thi nghiem I Tested by: Tinh toan I Caculated by: ~ ~ Cao DU:c Toan Nba thiu I Contractor: BM-73-38125.15 Ki~m tra I Checked by: )IJ-TrAil Trung Thanh Ph\Ull Viet Cuimg Tu vAn giam sat I Engineer: Page: 4116 GHit;M LAS-XD 105 ~ XD~XD105 , LA aoAnh TuAn Chti diu tu I Employer: 0110112017 VJJ;N !U1VA.t1VC VA CVNU NU.t11; UIAV l.t1VNU iii V~ IAI·IN:SIIIUIJ:.Vt I.KJ\N:St'VKI :SC!tNCtANU II:!C.t1NVLUUY PHONG THi NG~M TRQNG DffiM DU'ONG BQ I- ROAD LABORATORY I Dia chi: 12S2 DuiJng Lang- DAng Da- Ha N{>i- Tel./ Fax (84-4) 7.663.488, Email: Roadlabl@itst.gov.vn ISO 9001 : 2008 'Y.:J /201 71LAS-XD/05 S6- No: ) ~z., PHV LVC KET QUA THi NGHI~M NEN DAI ~ CUA GOI cAu APPENDIX ON TESTING RESULTS ON LONG- TERM COMPRESSION OF BEARING DO'n vj yeu cliu: C6NGTYTNHHPHUCL0C Client: - Cong trinh - Project: Tuy~n dulmg Qu6c 19 19 (Do~ tir cang Quy Nh lA) G6i th~u sA 03: Xay d\ffig nen dulmg,CTTN do~n Km 0+00- Km S+040, m~t dulmg do~;~n Km 2+00- Km S+460 Hl}ng ml,lc- Item: Ngulin g