KQTN goi 200x300x101

~ !I;:N KHOA HOC VA CONG NGHJ;: G!AO THONG VAN TAl- INSTITUTE OF TRANSPORT SCIENCE AND TECHNOLOGY PHONG THi NGHI~M TRQNG DitM DlfONG BQ I- ROAD LABORATORY I - E>ia chi: 1252 Duimg Lang- D6ng Da- HaNoi- Tel./ Fax (84-4) 7.663 488, Email: Roadlabl@itst.gov.vn 150 9oo1 : 2oos ********************* Sd- No: 50.0 12017/LAS-XDJ05 BAO cAo KET QUA THi NGHI~M G6I cAu CAO SU C6T BAN THEP REPORT ON TESTING RESULTS ON ELASTOMERIC BEARING D011 vj yeu du: CONG TY TNHH PHUC LOC Client: Cong trlnh - H\illg mvc: Project- Item: Tuyen dubng Quae 1¢ 19 (Do\Ul tir cling Quy Nhan den giao Quae 1¢ 1A) G6i thku sf> 03 : Xay dl,Tng nSn duimg,CTTN dO\Ul Km 0+00- Km 5+040, m~t dubng dO\ffi Km 2+00- Km 5+460 Ngulin gac mftu: G6i cao su c6t ban thep 200x300x101 mm va v~t lieu che t~o g6i cao su cat ban thep 200x300x101 mm- Nha san xu~t: Cong ty cb phkn ccr cao su BRC Sample source: M~u kMch hang mang den Ngay nh~n: 29112/2017 Date received: Mii sa m§u: 333-02/17/SG Sample code sa LO: 191217 Lot No.: Ha N9i, 12 thang OJ nam 2018 ] • PHONG THI NGHI~M TRQNG DIEM DUONG BQ I- ROAD LABORATORY I Dja chi: 1252 Dubng Lang- D6ng Da- Ha N()i- Tel./ Fax (84-4) 7.663 488, Email: Roadlab1@itst.gov.vn ISO 9()(ll : 2008 " ) r~ o So- No: .) J .12017/LAS-XD105 BAO cAo KET QUA THi NGHI~M GOI cAu CAO SU COT BAN THEP REPORT ON TESTING RESULTS ON ELASTOMERIC BEARING CONG TY TNHH PHUC L0C DO'Il vj yeu cAu: Client: Cilng trinh - Project: Ht~ng mlJC - Item: Tuyen dubng Qu6c I() 19 (Do\111 tir cang Quy Nhan den giao Qu6c I() IA) G6i thAu s6 03: Xay dl,lllg n~n duimg,CTTN do\111 Km 0+00- Km 5+040, milt duimg do\111 Km 2+00- Km 5+460 NguAn gbc m~u: G6i cao su c6t ban thep 200x300x101 mm vii v~t lieu che t11o g6i cao su cat ban thep 200x300x!Ol mm- Nha san xudt: Cong ty c6 phAn ca cao su BRC Sample source: M~u khach hang mang dSn S6Lo/LotNo.: 191217 Mil Ngi'ty nhi,n: sa m~u: 29/12/2017 333-02/17/SG Date received: Sample code an s Tieu chuin danh gia: Theo chi d~ kY thu~t cua d\I Standard specification: Follow technical instructions of project K€t quii thi nghiem -Test results: Stt /No Chi tieu thi nghiem I Items 6.1 G6i cao su cat ban thep 200 x 300 x 101mm Nen qrc 6.1.1 ht~n DO'Il vj I Units Phii'O'Ilg phap thir I Test method Y~u cAu I Required K~tquii I Results 5.0 Max 2.0 7.0Max 2.3 I Ultra compression Ung suAt thir nghiem I Test stress: 35 ( kg/cm2) (%) 56 ( kg/cm2) ( %) 140 ( kg/cm2 ) (%) ASTM D4014:07 3.3 - G6i khong c6 v€t nUt, phOng r()p hay tach lap 6.1.2 Nen di'ti ht~n I Long- term compression ASTM D4014:07 - Bearing not cracks, blistering or delamination BM-73-20/25 Page: 1116 01/0112017 - PHONG THI NGHI~M TRQNG DIEM DUONG Be) I- ROAD LABORATORY I f)ja chi: 12S2 f>ucrng Lang- f>bng f>a- HaNoi- Tel./ Fax (84-4) 7.663 488, Email: Roadlabl@itst.gov.vn ISO 9001 : 20L /20171LAS-XD105 BAO cAo KET QUA THi NGHI~M GOI CAU CAO SU COT BAN THEP ( TIEP THEO) REPORT ON TESTING RESULT FOR ELASTOMERIC BEARING (CONTINUOUS) Stt I No Chi tieu thi nghi~m I Items DO'D vj I Units PhtrO'Dg phap thir I Test method Yeu c~u I Required K~t qua Results Cao su I Rubber 6.2 6.2.1 f>o c\rng ctia cao su Hardness (Shore A) ASTM 02240 - OS 60± 60 6.2.2 f>o b~n keo dirt ctia cao su Tensile strength ( kg/cm2) ASTM0412- 06 a 17S Min 190.S 6.2.3 Do gian dai dirt ctia cao su Ultimate elongation (%) ASTM 412-06 a 42S Min S91.0 6.2.4 f>O b~n keo b6c ctia cao su Peel strength (kg/em) ASTM 0429 - 06, methodS Min 8.9 ~~ Bien diUlg m\n du ella cao su Set deformation 6.2.5 (%) ASTM 039S - 03, methodS 3S Max 29.1 '" "' ( l'Rq G Gf~ :·h Thay ddi tinh chfit b~n keo Change in tensile strength (%) ~-IS -14.0 ~-40 -27.2 ~~ ASTM 0573 - 04 Thay ddi ctan dai Change in elongation 6.2.6 Thay dOi c\rng Change in hardness Mo duyn cit ella cao su Shear Modulus of rubber 6.2.7 6.2.8 f>o ben khang ozone Ozone resistance (%) (Shore A) ASTM OS73 - 04 +15 Max +4 ( kg/cm2) ASTM A4014- 03 8±1 8.2 - ASTM 01149-07 Khong nfrt, gily I No cracks Khong nfrt, gily I No cracks ~ BM-73-20125.1 Page: 2116 01101/2017 l • PRONG TRi NGRit;M TRQNG DIEM DUONG Bt) I- ROAD LABORATORY I Dja chi: 1252 Duemg Umg- D6ng Da- HaNoi- Tel./ Fax (84-4) 7.663.488, Email: Roadlab1@itst.gov.vn ISO 9001 : 2008 u 'T(l So: -No .J J • .120171LAS-XD105 BAO cAo KET QUA THi NGHI~M GOI cAu CAO SU COT BAN THEP ( TIEP THEO) REPORT ON TESTING RESULT FOR ELASTOMERIC BEARING (CONTINUOUS) Chi tieu thi nghi~m I Items Stt /No 6.3 I DO'n vj I Units PhtrO'ng phap thfr I Test method K~tqua Results Yeu cAu I Required Thep I Steel Thep tim 3mm I Steel plate thickness 3mm Gi6i h\111 chay I Yield strength N/mm2 Gi6i h1111 b~n I Tensile strength N/mm2 Do giiln dai I Elongation Ghi chu-Note: ASTM A 370- 11 % 290 305 295 300 415 458 440 448 24min 26.0 25.0 26.0 - K~t qua chi ti~t xin xem cac trang sau I Detailed results please see the following pages - Cac thong tin tii mvc I d~n mvc khach hang cung c~p I The information from Section to Section provided by client Nh frng ngtriri tb vc bi~n - Operators: Tbi ngbi~m I Tested by /~· ~ Cao Due Toan Tinh toan I Caculated by ~ Ph\Ull Vi~t Cubng Ki@m tra I Checked by J j~ ;~ Trftn Trung Th8nh 1)1 ·'i) Ha N9i, 12 tluing OJ niim 2018 PRONG TRi NGR!t;M TD DB1 -ROAD LABORATORY Nha thAu I Contractor: BM-73-20/25.1 PRONG TRi NGHJ¥M LAS-XD 105 Ttr vin giam sat I Engineer: Page: 3/16 Cbil iiAu ttr I Employer: 01/01/2017 - - - PHONG THi NGHIE;M TR()NG DIEM DlfONG B() I- ROAD LABORATORY I Dia chi: 1252 Duang Lang- D6ng Da- Ha N(li- Tel./ Fax (84-4) 7.663.488, Email: Roadlabl@itst.gov.vn ISO 900 I : 200& S6- No: 3.i.j ()=.! ./20171LAS-XDJ05 PHV LVC KET QUA THi NGHI.'E:M NEN PHA HO~ Cl/C 114N CUA GOI cAu APPENDIX ON TESTING RESULTS ON ULTRA COMPRESSION OF BEARING DO'II vj yeu ciu: CONG TY TNHH PHUC L0C Client: - Cong trinh - Project: Tuyen duang Qu6c l(l 19 (Do~ tir cling Quy Nhon den giao Qu6c l(l 1A) G6i thAu s6 03: Xay d1,IIlg n~n duang,CTTN do~ Km 0+00- Km 5+040, m~t du1mg do~ Km 2+00 - Km S+460 H\lng myc - Item: NguAn g6c m~u: G6i cao su c6t ban thep 200x300x101 mm va vat lieu che 4!0 g6i cao su c6t ban thep 200x300xl01 mm- Nha san xudt: Cong ty c6 phAll C"'" u•u ""'' uu• u 0.52 0.23 0.51 0.26 0.50 0.22 0.52 0.24 0.55 0.27 0.54 0.24 0.53 0.22 0.58 0.26 0.52 0.24 0.52 0.22 163.8 190.5 600.0 590.0 600.0 565 600.0 blnh (%) Thay d6i dq gi!in dai Change in elongation (%) -27.2 Yeu du ky thu~t I Required (%) :::-40 Ghi chli-Note: 450.0 425.0 440.0 UU!; 591.0 430.0 - Gia h6a dul,)'c tien Mnh 6: nhiet do) I 00°C 70 gio I Ageing test condition: I 00°C - 70h - Ket qua thl nghiem tren chi c6 gill tri d6i vCii mdu thir I The test result is only valid for tested sample - Cac thong tin tir mvc I den mvc khach hang cung cdp I The information from Section I to Section provided by client Ha Nl)i, ngtiy 12 thtmg OJ nam 2018 GHI~M PHONG Thi nghi~m I Tested by: - ~ Cao Due Toan Nb:\ thiu I Contractor: Tinh toan I Caculated by: ¥ Pham Viet Cucrng )~ LAS-XD 105 S-XD 105 rf j T LAS Trdn Trung Thanh o Anh Tudn Tu vftn giam sat I Engineer: Chti ilftu ttr I Employer: - BM-73-38125.8 Page: 12116 01101/2017 ~ II?.N KHOA HOC VA CONG NGHB GIAO THONG VAN TAl- INSTITUTE OF TRANSPORT SCIENCE AND TECHNOLOGY - PHONG THi NGHif;M TRQNG DIEM DUONG BQ I- ROAD LA BORA TORY I Dia chi: 1252 Duimg Lang- DBng Da- Ha N()i- Tel./ Fax (84-4) 7.663.488, Email: Roadlabl@itst.gov.vn ISO 9001 : 2oos 70t I · SoNo .~./2017/LAS-XD/05 -)PH"(} LVC KET QUA THi NGIDtM Ht s6 GIA HOA CUA CAO SU APPENDIX ON TESTING RESULTS ON COEFFICIENT AGEING OF RUBBER CONG TY TNHH PHUC L0C DO'n vj yeu ciu: Client: C6ng trinh -Project: Ht~ng ml}c - Item: Tuy6n duimg Qu6c I() 19 (DolUl tir cling Quy Nhan den giao Qu6c I() IA) G6i thAu s6 03 : Xiiy d\lllg n€n duimg,CTTN dolUl Km 0+00- Km 5+040, m~t duimg dollll Km 2+00 - Km 5+460 Ngu6n gac miu: G6i cao su c6t ban thep 200x300xl01 mm va v~t lieu che tl!o gBi cao su c6t ban thep 200x300xl01 mm- NM san xudt: C6ng ty c6 phAn ca cao su BRC Sample source: M~u khach hang mang den Ngay nh~n: Ngay thi nghiem: 2911212017 Tir 0710112018 den IOI0112018 Date received: Test date: Tieu chuin ap dl}ng: Tieu chuin thir I Test method: Tieu chuin danh gia : Theo chi dfu Jcy thu~t ctia dl,l an To comply with standards: ASTM 0573 - 04 Standard specification: Follow technical instructions of project Thi~t bj thi nghiem - Equipment: Tu siiy; D\IIlg C\1 xac dinh d() ctmg Shore A I Drying cabine; Apparatus for determine hardeness is Shore A K~t qua thi nghiem- Test results: Tnr&c gill h6a I Before ageing STT I No Hardness DQ cilng trung blob I Average hardness Trj sa dQ c!lng tirng vung I Hardness DQ cfrng trung binh I Average hardness (Shore A) (Shore A) (Shore A) (Shore A) I Trj sa dQ cfrng tirng vung I 59 61 59 65 65 64 62 60 60 64 64 63 59 60 62 62 63 63 60 63 60 63 63 64 61 60 59 64 63 64 : Gbi eM- Note: 60 Thayc16i dQ cilng Change in Hardness I Yeu ciu Required I (Shore A) I (Shore A) I +4 I +15 Max Sau gia bOa I After ageing I I J 64 - Gia h6a duqc tien hanh cr: nhiet d() 100°C 70 giiY I Ageing test condition: 100°C- 70h - Kilt qua thi nghiem tren chi c6 giil trj d6i v6i m~u thl'r I The test result is only valid for tested sample - Cac thong tin tir m1,1c den m1,1c khach hang cung clip I The information from Section to Section provided by client HaNt)i, 12 tfuingOI niim2018 PHONG TW NGHif;M LAS-XD 105 Thi nghiem 1Tested by: ;,;rCao Due Toan Nha thiu I Contractor: BM-73-38125 Tinh toan I Caculated by: ~· Ph~ Viet Cuimg KiSm tra I Checked by: ~~ Til vAn giam sat I Engineer: Page: 13116 xr~ ly II" LAS"lO aoAnh TuAn Chti diu til I Employer: 0110112017 VIEN KHOA HOC VA CONG NGHE GIAO THONG VAN T AI- INSTITUTE OF TRANSPORT SCIENCE AND TECHNOLOGY ifl PRONG THi NGHIE:M TRQNG DIEM I>lfONG B0 I- ROAD LABORATORY I Dia chi 1252 Duimg Limg- Dbng Da- Ha N{li- Tel./ Fax (84-4) 7.663.488, Ematl: Roadlabl@ttst.gov.vn ISO 900 :2008 " So- No r u}t; · 12017/LAS-XDIOS ' - {' PHl) Ll)C KET QUA THi NGHI-.::M MODUYN CAT CUA CAO SU APPENDIX ON TESTING RESULTS ON SHEAR MODULUS OF RUBBER l>O'Il vj yeu du: CONG TY TNHH PHUC U)C Client: - Cong trinh - Project: Tuy~n duimg Qubc l{l 19 (Do