FT Laboratories Limited 科達測檢試驗所有限公司 · Acoustic and vibration measurements -...

Contact Details Registration No. HOKLAS 071 of 1

071 TEST CAL

FT Laboratories Limited 科達測檢試驗所有限公司 ADDRESS 地址

:

Lot No. DD77 Section 1552 S.A. ss 1RP, Ng Chow South Road, Ping Che, New Territories, Hong Kong 香港新界坪輋五洲南路丈量約份第77約地段1552号A分段第一小分段

ENQUIRY 查詢

: Mr YUE Wai-chun, General Manager 余惠俊先生，總經理

TELEPHONE 電話

: 2758 4861

FAX 傳真

: 2758 8962

E-MAIL 電郵

: [email protected]

WEBSITE ADDRESS 網址

: http://www.ft.com.hk/

CLIENTELE 服務對象

: Public 公眾

Last updated on: 27 September 2016

Scope of Accreditation Registration No. HOKLAS 071 Page 1 of 62 Issue Date: 14 May 2018 Ref: HOKLAS071-201

FT Laboratories Limited 科達測檢試驗所有限公司

071 TEST CAL

ADDRESS 地址

Main laboratory : Lot No. DD77 Section 1552 S.A. ss 1RP, Ng Chow South Road, Ping Che, New Territories, Hong Kong 香港新界坪輋五洲南路丈量約份第 77 約地段 1552 号 A 分段第一小分段

Postal Address: P. O. Box 830, Fanling Post Office, New Territories, Hong Kong

郵寄地址:香港新界粉嶺郵政局信箱 830 號 Branch Laboratory : G/F, HUD Main Building, Tsing Yi Town Lot 108RP, Sai Tso Wan Road,

Tsing Yi Island, New Territories, Hong Kong ACCREDITED TEST CATEGORY 認可測試類別

: Calibration Services 校正服務 Construction Materials 建築材料 Environmental Testing 環境測試



071 TEST CAL

Lot No. DD77 Section 1552 S.A. ss 1RP, Ng Chow South Road, Ping Che, New Territories, Hong Kong 香港新界坪輋五洲南路丈量約份第 77 約地段 1552 号 A 分段第一小分段

Calibration Services 校正服務

ITEM TESTED OR MEASURED 測試或量度項目

SPECIFIC TEST OR PROPERTY MEASURED@ 特定測試或量度的特性@

CALIBRATION AND MEASUREMENT CAPABILITY (CMC)* 校準和測量能力*

Acoustic and vibration measurements - Vibration measurements - Accelerometer Calibration of sensitivity in accordance with Cl. 5.3 of ISO 16063-21: 2003 Cor 1: 2009 at frequencies from 20 Hz to 100 Hz and dynamic acceleration range from 0.98 m/s2 to 11.77 m/s2 for measurements over the following range : 5 mV / (m/s2) to 62 mV / (m/s2) 9.9% - Vibration monitoring device Calibration of the acceleration, velocity and displacement in accordance with Cl. 5.3 of ISO 16063-21: 2003 Cor.1 : 2009 at frequencies from 20 Hz to 100 Hz and dynamic acceleration range from 0.98 m/s2 to 11.77 m/s2 for measurements over the following ranges : - Acceleration measurements 0.98 mm/s2 to 11.77 mm/s2 11% - Velocity measurements 2 mm/s to 30 mm/s 11% - Displacement measurements 0.01 mm to 0.10 mm 11% @

UNLESS OTHERWISE SPECIFIED, ACCREDITED ACTIVITIES ARE CONDUCTED AT THE LABORATORY.

* THE CALIBRATION UNCERTAINTY OF A DEVICE UNDER TEST IS USUALLY REPORTED AT 95% CONFIDENCE LEVEL AND DEPENDS ON BOTH THE CMC OF THE LABORATORY AND THE PERFORMANCE OF THE DEVICE DURING CALIBRATION.



071 TEST CAL






Construction materials testing equipment - Block Verification in accordance with in-house method CAL 136 for dimensions using height gauge over the following range : up to 300 mm 25 μm to 55 μm Verification in accordance with in-house method CAL 142 for dimensions using projector over the following range : up to 100 mm 19 μm Verification in accordance with in-house method CAL 143 for dimensions using callipers over the following range : up to 300 mm 25 μm to 58 μm Checking in accordance with in-house method CAL 144 for dimensions using steel ruler over the following range : up to 2 m 1.3 mm - Cement grout flow cone Verification in accordance with in-house method 0.08 s CAL 040 for time of efflux through a standardized flow cone as specified in ASTM C939-97 Cl. 8 - Compacting bar Verification in accordance with in-house method CAL 044 for dimensional and weight requirements as specified in CS1: 2010: Vol. 1 App. A10 - dimension up to and less than 150 mm 0.05 mm - dimension for more than 300 mm 1.5 mm - mass 1 g @





071 TEST CAL






Construction materials testing equipment (cont’d) - Concrete test cube mould Verification in accordance with in-house method CAL 029 for dimensional and tolerance requirements as specified in CS1: 2010: Vol. 1 App. A25 - dimension 0.06 mm - flatness 0.01 mm - perpendicularity 0.01 mm - parallelism 0.13 mm On-site verification in accordance with in-house method CAL 029 for dimensional and tolerance requirements as specified in CS1: 2010: Vol. 1 App. A25 - dimension 0.06 mm - flatness 0.01 mm - perpendicularity 0.01 mm - parallelism 0.13 mm @





071 TEST CAL






Construction materials testing equipment (cont’d) - Curing tank On-site verification in accordance in-house method CAL 026 for temperature distribution and efficiency of circulation requirements as specified in CS1: 1990: Vol. 1 App. A24, or CS1: 2010: Vol. 1 App. A28 - temperature distribution 0.7 K - efficiency of circulation 1 min - Drying oven On-site verification in accordance with in-house method CAL 038 for temperature over the following ranges : 27ºC to 110ºC 1.0 K above 110ºC to 180ºC 1.7 K 27ºC to 110ºC for centre point check 0.9 K above 110ºC to 180ºC for centre point check 0.9 K - Echo sounder signal recording apparatus Verification in accordance with in-house method CAL 126 for transmission frequency at the following nominal values : 90 kHz 0.5% 100 kHz 0.5% @





071 TEST CAL






Construction materials testing equipment (cont’d) - Furnace On-site verification in accordance with in-house method CAL 027 for temperature over the following range : 200ºC to 1200ºC 9.9 K - Incubator On-site verification in accordance with in-house method CAL 177 for temperature over the following ranges : 0ºC to 60ºC 0.9 K 0ºC to 60ºC for center point check 0.9 K - Measuring staff Verification in accordance with in-house method CAL 109 for dimensions over the following range : 0 m to 5 m 1.2 mm - Pile integrity tester (PIT) Verification in accordance with in-house method CAL 088 for time base over the following range : 2 ms to 30 ms 0.8% to 1.0% - Rebound hammer Verification in accordance with in-house method 1.5 rebound count CAL 138 for rebound value using anvil complying with BS EN 12504-2:2001 Cl. 4.2 and GB 9138: 1988 A2 - Reflex Ezshot Verification in accordance with in-house method CAL 114 for angle over the following ranges : - Horizontal : 0° to 20° 0.06° - Vertical : 70° to 90° 0.06° @





071 TEST CAL






Construction materials testing equipment (cont’d) - Ultrasonic crosshole testing equipment Verification in accordance with in-house method CAL 215 using water as sound carrier medium for time base over the following range : 50 μs to 1000 μs 3.1µs to 13 µs Verification in accordance with in-house method CAL 215 using air as sound carrier medium for time base over the following range : 200 μs to 1500 μs 3.6 µs to 16 µs - Vibrating wire strain gauge Verification in accordance with in-house method CAL 072 for strain over the following range : up to 4000 microstrain (με) 38 microstrain (με) - Water bath On-site verification in accordance with in-house method CAL 037 for temperature over the following range : 25 ºC to 85 ºC 0.67 K to 0.88 K - Welding gauges used for measuring Verification in accordance with in-house method the dimension of joint before and after CAL 058 for the following parameters: welding - Scale measuring bevel angle 0.50º - Scale measuring fixed bevel angle 0.50º - Ruler 0.008 mm - Scale measuring gap width 0.012 mm - Scale measuring weld width 0.008 mm - Scale measuring, high low, weld cap, 0.008 mm weld throat and leg length - Scale measuring undercut depth 0.29 mm @





071 TEST CAL






Electrical measurements - Time and frequency measuring instruments - Time interval measuring device Calibration in accordance with in-house method CAL100 for time interval over the following range : 1 second to 30 minutes 50 ms @





071 TEST CAL






Length and related measurements - Angle measurements instruments - Angle measuring device Calibration in accordance with in-house method CAL 066 for angle over the following ranges : -60º to 60º (digital type) 0.003° to 0.010° -60º to 60º (bubble type) 2º - Inclinometer for angle monitoring Calibration in accordance with in-house method CAL 113 for angle over the following ranges : Horizontal : 0° to 20° 0.05° Vertical : 70° to 90° 0.05° - Spirit level vial Calibration in accordance with BS 3509: 1962 App. A2.C and A3 for sensitivity over the following range : up to 60 minutes 9% of measured value or 6 second of arc, whichever is greater - Tilt meter Calibration in accordance with in-house method CAL 112 for angle over the following range : - 20° to 20° 0.006° @





071 TEST CAL






Length and related measurements - Length measuring instruments - Calliper Calibration of vernier calliper in accordance with BS 887: 1982 App. B1 over the following range : up to 300 mm (10 + 30l) μm, length l in m Calibration of digital calliper in accordance with in-house method CAL 007 over the following range : up to 300 mm (10 + 30l) μm, length l in m - Coating thickness gauge Calibration in accordance with in-house method CAL 130 using plastic foils over the following range : up to 2000 μm 10.0 μm - Depth gauge Calibration of venier depth gauge in accordance with BS 6365: 1983 App. B2 over the following range : up to 300 mm (10 + 30d) μm, depth d in m Calibration of digital depth gauge in accordance with in-house method CAL 005 over the following range : up to 300 mm (10 + 30d) μm, depth d in m @





071 TEST CAL






Length and related measurements(cont’d) - Length measuring instruments (cont’d) - Dial gauge Calibration in accordance with AS 2103: 1978 App. A5, or BS 907: 1965 App. B3, or in-house method CAL 004 using gauge blocks over the following ranges : - Digital dial gauge with resolution of up to 13 mm 1.4 μm 0.001 mm above 13 mm to 25 mm 1.9 μm above 25 mm to 50 mm 3.3 μm - Digital dial gauge with resolution of up to 25 mm 6.9 μm 0.01 mm above 25 mm to 50 mm 7.2 μm - Analogue dial gauge with scale division up to 5 mm 1.0 μm of 0.001 mm - Analogue dial gauge with scale division up to 13 mm 1.4 μm of 0.002 mm above 13 mm to 25 mm 1.9 μm above 25 mm to 50 mm 3.3 μm - Analogue dial gauge with scale division up to 13 mm 3.5 μm Of 0.01 mm above13 mm to 25 mm 3.7 μm above 25 mm to 50 mm 4.5 μm above 50 mm to 80 mm 5.9 μm above 80 mm to 100 mm 7.0 μm @





071 TEST CAL






Length and related measurements (cont’d) - Length measuring instruments (cont’d) - Dial gauge (cont’d) Calibration in accordance with AS 2103: 1978 App. A5, or BS 907: 1965 App. B3 using a micrometer head over the following ranges : - Digital dial gauge with resolution of up to 13 mm 4.7 μm 0.001 mm above 13 mm to 25 mm 4.9 μm above 25 mm to 50 mm 5.6 μm - Digital dial gauge with resolution of up to 13 mm 7.8 μm 0.01 mm above 13 mm to 25 mm 7.9 μm above 25 mm to 50 mm 8.3 μm - Analogue dial gauge with scale division up to 5 mm 4.6 μm of 0.001 mm - Analogue dial gauge with scale division up to 13 mm 4.7 μm of 0.002 mm above 13 mm to 25 mm 4.9 μm above 25 mm to 50 mm 5.6 μm - Analogue dial gauge with scale division up to 13 mm 5.5 μm of 0.01 mm above 13 mm to 25 mm 5.7 μm above 25 mm to 50 mm 6.3 μm - Dial gauge (cont’d) Calibration in accordance with in-house method CAL 004 by using combination method over the following ranges: - Dial gauge with scale division of up to 80 mm 7.4 μm 0.01 mm above 80 mm to 100 mm 8.3 μm @





071 TEST CAL






Length and related measurements (cont’d) - Length measuring instruments (cont’d) - Dipmeter Calibration in accordance with in-house method CAL 110 over the following range : up to 200 m 1.9 mm per 10 m - Engineer’s steel measuring rule Calibration in accordance with in-house method CAL 006 over the following ranges : up to 150 mm 75 μm above 150 mm to 300 mm 75 μm above 300 mm to 450 mm 76 μm above 450 mm to 600 mm 77 μm above 600 mm to 1000 mm 79 μm above 1000 mm to 1200 mm 140 μm above 1200 mm to 1500 mm 143 μm above 1500 mm to 2000 mm 149 μm - External micrometer Calibration in accordance with BS 870: 1950 App. A at the following points : 25 mm, 50 mm, 75 mm and 100mm 1.9 μm @





071 TEST CAL






Length and related measurements (cont’d) - Length measuring instruments (cont’d) - Extensometer On-site calibration in accordance with BS 3846: 1970 using micrometer head for the following : Grade A for gauge length not less than 200 mm 30 μm Grade B for gauge length not less than 100 mm 30 μm Grade C for gauge length not less than 50 mm 30 μm Grade D for gauge length not less than 20 mm 30 μm Grade E for gauge length not less than 10 mm 30 μm Grade F for gauge length not less than 5 mm 30 μm On-site calibration in accordance with BS EN 10002-4: 1995 using micrometer head for the following : Class 0.5 up to gauge length of not less than 30 μm 500 mm On-site calibration in accordance with BS EN ISO 9513: 2002 using micrometer head for the following : Class 0.5 up to gauge length of not less than 30 μm 500 mm - Feeler gauge Calibration in accordance with 3.2 μm in-house method CAL 042 for the accuracy specified in BS 957: Part 2: 1969 over the following range : 0.01 mm to 1 mm @





071 TEST CAL






Length and related measurements (cont’d) - Length measuring instruments (cont’d) - Height gauge Calibration of vernier height gauge in accordance with BS 1643: 1983 App. A.2 over the following range : up to 300 mm (10 + 30h) μm, height h in m Calibration of digital height gauge in accordance with in-house method CAL 008 over the following range : up to 300 mm (10 + 30h) μm, height h in m - Linear variable differential transformer Calibration in accordance with (LVDT) in-house method CAL 031 over the following ranges : up to 100 mm 7.1 μm 100 mm to 200 mm 7.5 μm 200 mm to 300 mm 8.2 μm - Magnetic extensometer Calibration in accordance with in-house method CAL 135 over the following ranges : up to 200 m 6 mm per 10 m - Measuring tape Calibration in accordance with in-house method CAL 056 over the following range : up to 200 m 1.2 mm per 10 m @





071 TEST CAL






Length and related measurements (cont’d) - Length measuring instruments (cont’d) - Micrometer head Calibration in accordance with in-house method CAL 076 over the following range : up to 100 mm travel (1 + 30l) µm, total length l in m - Plastic foil Calibration in accordance with in-house method CAL 130 over the following range : up to 2000 μm 9.6 μm - Projector On-site calibration in accordance with in-house method CAL 035 for length measurements over the following range : up to 50mm (10 and 100 magnification) 3 μm On-site calibration in accordance with in-house method CAL 079 for angle measurements over the following range : 0º to 360º 0.25º @





071 TEST CAL






Length and related measurements (cont’d) - Survey and GPS instruments - Digital level instrument Calibration in accordance with in-house method CAL 120 over the following range : from 5 mm to 50 mm per section 0.04 mm - Optical level instrument Calibration in accordance with in-house method CAL 119 over the following range : from 1 mm to 10 mm 0.08 mm - Theodolite Calibration in accordance with in-house method CAL 189 over the following ranges : Horizontal angle : 0º to 360º 30 sec of arc Vertical angle : -75º to 75º 30 sec of arc - Total station Calibration in accordance with in-house method CAL 188 and CAL 189 respectively over the following ranges : Distance 1.1 mm Horizontal angle : 0º to 360º 30 sec of arc Vertical angle : -75º to 75º 30 sec of arc @





071 TEST CAL






Mass and related measurements - Density measurements - Nuclear densometer / Calibration in accordance with nuclear density gauge in-house method CAL 169 over the following range : 1200 kg/m3 to 2700 kg/m3 35 kg/m3 to 49 kg/m3 @





071 TEST CAL






Mass and related measurements (cont’d) - Flow measurements - 25 mm to 210 mm water meter Testing in accordance with 1.5% of measured value in-house method CAL 048 The nominal volume of water collected is from 100 to 3000 litre @





071 TEST CAL






Mass and related measurements (cont’d) - Force measurements - Concrete testing machine On-site calibration in accordance with BS 1610: Part 1: 1985, or BS 1610: Part 1: 1992, or CS1: 1990 Vol.2 App. D using true force method or indicated force method over the following range: 10 kN to 3000 kN 0.3 % (Calibration is conducted using Grade 1.0 load cells) On-site calibration in accordance with BS EN 12390-4: 2000, or CS1: 2010 Vol. 2 App. D using true force method or indicated force over the following range: 1 kN to 3000 kN 0.3 % (Calibration is conducted using Class 1.0 load cells) On-site calibration in accordance with BS EN ISO 7500-1: 1999, or BS EN ISO 7500-1: 2004 using true force method or indicated force method over the following range: 1 kN to 3000 kN 0.3 % (Calibration is conducted using Class 1.0 load cells) @





071 TEST CAL






Mass and related measurements (cont’d) - Force measurements (cont’d) - Force measuring device Calibration in accordance with for foundation test in-house method CAL 080 - load cell over the following range : - load cell with hydraulic jack Using 500 kN reference loadcell: 10 kN to 50 kN 2.8% above 50 kN to 200 kN 2.3% above 200 kN to 350 kN 2.0% above 350 kN to 500 kN 2.0% Using 3000 kN reference loadcell: 100 kN to 3000 kN 1.7% - Force measuring device for pile test Calibration in accordance with - load cell in-house method CAL 053 - load cell with hydraulic jack over the following ranges : 500 kN to 1000 kN 3.6% above 1000 kN to 1500 kN 3.0% above 1500 kN to 2000 kN 2.7% above 2000 kN to 3500 kN 2.4% above 3500 kN to 4500 kN 2.3% above 4500 kN to 5000 kN 2.1% above 5000 kN to 5500 kN 1.9% above 5500 kN to 6500 kN 1.5% above 6500 kN to 8000 kN 1.4% above 8000 kN to 8500 kN 1.3% above 8500 kN to 11000 kN 1.2% above 11000 kN to 12000 kN 1.3% above 12000 kN to 13000 kN 1.4% above 13000 kN to 14000 kN 1.5% above 14000 kN to 15000 kN 1.6% above 15000 kN to 16000 kN 1.9% @





071 TEST CAL






Mass and related measurements (cont’d) - Force measurements (cont’d) - Load cell Calibration in accordance with in-house method CAL 108 over the following ranges : 1 kN to 2 kN 0.48% above 2 kN to 5 kN 0.41% above 5 kN to 10 kN 0.39% above 10 kN to 15 kN 0.40% above 15 kN to 20 kN 0.39% above 20 kN to 25 kN 0.39% above 25 kN to 30 kN 0.39% above 30 kN to 35 kN 0.39% above 35 kN to 40 kN 0.38% above 40 kN to 45 kN 0.38% above 45 kN to 50 kN 0.38% - Proving ring Calibration in accordance with Cl. A.3.1 of GEOSPEC 3: 2001 over the following range : 0.2 kN to 2.0 kN 1.65% 0.5 kN to 5.0 kN 1.65% 1 kN to 10 kN 0.3% 2 kN to 20 kN 0.3% @





071 TEST CAL






Mass and related measurements (cont’d) - Force measurements (cont’d) - Universal testing machine On-site calibration in accordance with BS 1610: Part 1: 1985, BS 1610: Part 1: 1992, or CS1: 1990 App. D using true force method or indicated force method over the following range : 10 kN to 3000 kN 0.3 % (Calibration is conducted using Grade 1.0 load cells) On-site calibration in accordance with BS EN ISO 7500-1: 1999 or BS EN ISO 7500-1: 2004 using true force method or indicated force method over the following range : 1 kN to 3000 kN 0.3 % (Calibration is conducted using Class 1.0 load cells) On-site calibration in accordance with BS EN 12390-4: 2000 using true force method or indicated force method in compression mode over the following range : 1 kN to 3000 kN 0.3 % (Calibration is conducted using Class 1.0 load cells) @





071 TEST CAL






Mass and related measurements (cont’d) - Hardness measurements - Hardness testing machine On-site indirect verification of testing machine for measuring hardness in accordance with BS EN ISO 6508-2: 1999 Cl. 5, or BS EN ISO 6508-2: 2005 Cl. 5, or BS EN ISO 10109-2: 1996 Cl. 5 over the following ranges : Rockwell Scale 20 HRB to 100 HRB 0.7 HRB 20 HRC to 70 HRC 0.4 HRC On-site indirect verification of testing machine for measuring hardness in accordance with BS 891: 1989 Section 4 over the following ranges : Rockwell Scale 40 HRB to 100 HRB 0.7 HRB 20 HRC to 70 HRC 0.4 HRC @





071 TEST CAL






Mass and related measurements (cont’d) - Hardness measurements (cont’d) - Hardness testing machine (cont’d) On-site indirect verification of testing machine for measuring hardness in accordance with BS EN ISO 6507-2: 1998 Cl. 5, or BS EN ISO 6507-2: 2005 Cl. 5, or BS 427: 1990 Section 4, or ASTM E92-82 (Re-approved 97) Section B at the following specific values : Vickers Scale HV 5 1.6% HV 5 HV 10 2.6% HV 10 HV 30 2.6% HV 30 On-site indirect verification of testing machine for measuring hardness in accordance with BS EN ISO 6506-2: 1999 Cl. 5, or BS EN ISO 6506-2: 2005 Cl. 5, or BS 240: 1986, Section 4, or ASTM E10-01 Cl. 15.2 at the following specific value : Brinell Scale HBW 2.5 / 187.5 1.5% HBW 2.5 / 187.5 @





071 TEST CAL






Mass and related measurements (cont’d) - Pressure measurements - Pressure gauge Calibration in accordance with in-house method CAL 019 using air as pressure medium over the following range : 0.15 bar to 25 bar 0.15% On-site calibration in accordance with in-house method CAL 019 using air as pressure medium over the following range : 0.15 bar to 25 bar 0.15% Calibration in accordance with in-house method CAL 019 using water as pressure medium over the following range : 0.15 bar to 700 bar 0.8% On-site calibration in accordance with in-house method CAL 019 using water as pressure medium over the following range : 0.15 bar to 700 bar 0.8% Calibration in accordance with GEOSPEC 3: 2001 App. 3.2 over the following range : 0.15 bar to 25 bar 0.55% @





071 TEST CAL






Mass and related measurements (cont’d) - Pressure measurements (cont’d) - Pressure gauge (cont’d) On-site calibration in accordance with GEOSPEC 3: 2001 App. 3.2 over the following range : 0.15 bar to 25 bar 0.55% @





071 TEST CAL






Mass and related measurements (cont’d) - Pressure measurements (cont’d) - Pressure gauge / transducer Calibration in accordance with in-house method CAL 071 using dead-weight tester over the following ranges : 1 bar to 60 bar 0.21 bar above 60 bar to 1200 bar 3.13 bar - Pressure transducer Calibration in accordance with in-house method CAL 019 using air as pressure medium over the following range: 0.15 bar to 25 bar 0.10% On-site calibration in accordance with in-house method CAL 019 using air as pressure medium over the following range: 0.15 bar to 25 bar 0.10% Calibration in accordance with in-house method CAL 019 using water as pressure medium over the following range: 0.15 bar to 700 bar 0.8% On-site calibration in accordance with in-house method CAL 019 using water as pressure medium over the following range: 0.15 bar to 700 bar 0.8% @





071 TEST CAL






Mass and related measurements (cont’d) - Pressure measurements (cont’d) - Pressure transducer Calibration in accordance with GEOSPEC 3: 2001 App. 3.2 over the following range : 0.15 bar to 25 bar 0.55% On-site calibration in accordance with GEOSPEC 3: 2001 App. 3.2 over the following range : 0.15 bar to 25 bar 0.55% - Torque measurements - Torque multiplier Calibration in accordance with in-house method CAL 179 over the following range : 30 Nm to 1000 Nm 2.3% to 2.7% - Torque wrench, torque screwdriver Calibration in accordance with and torque measuring device in-house method CAL 152 over the following ranges : 34 Nm to 339 Nm 1.0% to3.1% above 339 Nm to 1000 Nm 2.3% to 3.5% @





071 TEST CAL






Mass and related measurements (cont’d) - Balances and weights - Balance Calibration in accordance with in-house method CAL 003 over the following range : up to 300 g 0.4 mg above 300 g to 500 g 0.4 mg to 8 mg above 500 g to 1 kg 8 mg above 1 kg to 10 kg 8 mg to 20 mg above 10 kg to 50 kg 20 mg to 300 mg above 50 kg to 300 kg 300 mg to 10 g (Calibration is conducted using (1) OIML Class E2 weights from 1 mg to 200 g (2) OIML Class F1 weights from 1 mg to 50 kg (3) OIML Class M1 weights of 20 kg) On-site calibration in accordance with in-house method CAL 003 over the following range : up to 300 g 0.4 mg above 300 g to 500 g 0.4 mg to 8 mg above 500 g to 1 kg 8 mg above 1 kg to 10 kg 8 mg to 20 mg above 10 kg to 50 kg 20 mg to 300 mg above 50 kg to 300 kg 300 mg to 10 g (Calibration is conducted using (1) OIML Class E2 weights from 1 mg to 200 g (2) OIML Class F1 weights from 1 mg to 50 kg (3) OIML Class M1 weights of 20 kg) @





071 TEST CAL






Mass and related measurements (cont’d) - Balances and weights (cont’d) - Weight (Standard values) Calibration in accordance with in-house method CAL 034 at the following specific nominal values : 500 mg 0.14 mg 1 g 0.14 mg 2 g 0.14 mg 5 g 0.14 mg 10 g 0.15 mg 20 g 0.20 mg 50 g 0.28 mg 100 g 0.52 mg 200 g 0.82 mg 500 g 15 mg 1 kg 13 mg 2 kg 16 mg 5 kg 0.16 g 10 kg 0.17 g 20 kg 0.60 g @





071 TEST CAL






Mass and related measurements (cont’d) - Balances and weights (cont’d) - Weight (Non-standard values) Calibration in accordance with in-house method CAL 034 over the following ranges : Comparison / Direct weighing 0.5 g to 200 g 0.14 mg / 0.26 mg above 200 g to 3 kg 8 mg / 36 mg above 3 kg to 15 kg 0.16 g /0.21 g above 15 kg to 30 kg 0.6 g / 2.4 g @





071 TEST CAL






Temperature and humidity measurement Temperature measurements - Digital thermometer Calibration in accordance with in-house method CAL 049 over the following ranges : Ice-point (0°C) 0.03 K 0°C to 80°C 0.8 K - Liquid-in-glass thermometer Calibration in accordance with in-house method CAL 054 over the following ranges : Ice point (0°C) 0.12 K 0°C to 80°C 0.8 K - Humidity measurement - Humidity chamber On-site calibration in accordance with in-house method CAL 223 for temperature 20 °C to 30 °C and humidity variations over the following range : 40 % to 95 % RH 1.1 °C , 7.0% RH @





071 TEST CAL


Construction Materials 建築材料


SPECIFIC TEST OR PROPERTY MEASURED 特定測試或量度的特性

SPECIFICATION, STANDARD METHOD OR TECHNIQUE USED

規範、標準方法或應用技術 Adhesive Pull-off test of adhesive In-house method SIU 010 Aggregates Clay, silt and dust content BS 812: Part 1: 1975 (Amd. 4875) (Decantation method) Determination of foreign materials content in HKHA MTS (2014/2016) for Construction Materials recycled aggregates Package A1 Part D Cl. 1.5.2 Relative density and water absorption BS 812: Part 2: 1975 (Amd. 4615) (Gas jar and Pycnometer method) BS 812: Part 2: 1995 (Gas jar and Pycnometer method) Particle density and water absorption CS3: 2013 Section 17 Particle size distribution BS 812: Section 103.1: 1985 (Amd. 6003) (Sieve analysis) CS3: 2013 Section 10 (Amd. 1/2013) (Sieve analysis) Flakiness index BS 812: Section 105.1: 1989 CS3: 2013 Section 11 Elongation index CS3: 2013 Section 12 Los Angeles value CS3: 2013 Section 14 Shell content BS 812: Part 106: 1985 Moisture content BS 812: Part 109: 1990 (Oven drying method) CS3: 2013 Section 18 Ten per cent fines value BS 812: Part 111: 1990 CS3: 2013 Section 16 Aggregate impact value BS 812: Part 112: 1990 CS3: 2013 Section 15 Sampling of aggregates BS 812: Part 102: 1984 CS3: 2013 Section 8 Soundness BS 812: Part 121: 1989 (excluding Cl. 4 & App. A)



071 TEST CAL






規範、標準方法或應用技術 Aggregates Acid-soluble materials BS 812: Part 119: 1985 (excluding Cl. 4) (chemical analysis) Water-soluble sulphate content BS 812: Part 118: 1988 Cl. 5 (excluding Cl. 4) (gravimetric) Acid-soluble sulphate content CS3: 2013 Section 21.5 Total sulphate (acid extraction) BS 812: Part 118: 1988 Cl. 6 (excluding Cl. 4) Water-soluble chloride content BS 812: Part 117: 1988 (excluding Cl. 4) Water-soluble chloride ion content CS3: 2013 Section 21.3 Acid-soluble chloride content CS3: 2013 Section 21.4 Chloride content (acid extraction) BS 812: Part 117: 1988 App. C (excluding Cl. 4) Anchorage Cryogenic static load test ETAG 013 Edition June 2002 Cl. B.1.2 Static load test ETAG 013 Edition June 2002 Cl. B.1.1 Bridge bearings Friction test on sliding structural bearings General Specification for Civil Engineering Works (2006) Vol. 2 App. 20.1 Horizontal test on bearing under a vertical BS 5400: 1983 Section 9.2 Cl. 7 & Guidance Cl. 7.2(b)(1) load for serviceability limit state Uplift load test for serviceability limit state In-house method FOR006 Vertical compression test for serviceability BS 5400: 1983 Section 9.2 Cl. 7 & Guidance Cl. 7.2(b)(1) limit state Bridge bearings Compression stiffness test BS 5400: 1983 Section 9.2 Cl. 7 & Guidance Cl. 7.2(b)(2) - Elastomeric bearings Quick production test BS 5400: 1983 Section 9.2 Cl. 7 & Guidance Cl. 7.2(b)(2) Shear stiffness test BS 5400: 1983 Section 9.2 App. A & Guidance Cl. 7.2(c)(2)



071 TEST CAL






規範、標準方法或應用技術

Cement Density BS EN 196-6: 1992 Annex NC

BS EN 196-6: 2010 Annex NC Fineness BS EN 196-6: 1992 Cl. 4 BS EN 196-6: 2010 Cl. 4 Flexural strength of mortar prisms BS EN 196-1: 1995 in the force range 2kN - 15kN BS EN 196-1: 2005 Compressive strength of mortar prisms BS EN 196-1: 1995 in the force range of 2kN to 250kN BS EN 196-1: 2005 Standard consistence BS EN 196-3: 1995 Cl. 5 BS EN 196-3: 2005 + A1: 2008 Cl. 5 Setting times BS EN 196-3: 1995 Cl. 6 BS EN 196-3: 2005 + A1: 2008 Cl. 6 Soundness BS EN 196-3: 1995 Cl. 7 BS EN 196-3: 2005 + A1: 2008 Cl. 7



071 TEST CAL






規範、標準方法或應用技術 Cement Alumina content (Al2O3) BS 4550: Part 2: 1970 Cl. 7.2 (chemical analysis) Total calcium oxide content (CaO) BS 4550: Part 2: 1970 Cl. 6.2 .vs1. Magnesia content (MgO) BS 4550: Part 2: 1970 Cl. 9.2 .vs1. Potassium oxide ccontent In-house method CHM143 Sodium oxide content In-house method CHM143 Alkali content In-house method CHM143 Chloride content BS EN 196: Part 21: 1992 Cl. 4 BS 4550: Part 2: 1970 Cl. 17 (Amd. 5713) Insoluble residue content BS 4550: Part 2: 1970 Cl. 3.1 Residue insoluble in hydrochloric acid and BS EN 196: Part 2: 1995 Cl. 9 sodium carbonate Iron oxide content (Fe2O3) BS 4550: Part 2: 1970 Cl. 8 Loss-on-ignition (L.O.I) BS EN 196: Part 2: 1995 Cl. 7 BS 4550: Part 2: 1970 Cl. 13.1 Sulphuric anhydride content ( as SO3) BS 4550: Part 2: 1970 Cl. 10 Sulfate content (as SO3) BS EN 196: Part 2: 1995 Cl. 8 Silica content (SiO2) BS 4550: Part 2: 1970 Cl. 4.2.1 Heat of hydration BS 4550 : Part 3 : Section 3.8 : 1978 Cement stabilised soil Unconfined compressive strength of Interim Guidelines on Testing of Unconfined Compressive cement stabilised soil cores Strength of Cement Stabilised Soil Cores in Hong Kong (without capping) (Oct 2017) Appendix B published by Geotechnical Division of The Hong Kong Institution of Engineers



071 TEST CAL






規範、標準方法或應用技術 Coating Coating thickness by gravimetric method BS EN ISO 1460: 1995 BS 729: 1971 App. A Coating thickness by magnetic method BS EN ISO 2178: 1995 BS EN ISO 2808: 2007 (Method 7C only) Pull-off test of coating In-house method SIU 011 Concrete Slump CS1: 1990 Section 2 (Amd. 1101 & 1102) CS1: 2010 Section 2 Part I Flow table test BS 1881: Part 105: 1984 (Amd. 6087 & 6724) CS1: 2010 Section 2 Part IV Slump flow CS1: 2010 Section 2 Part V Stiffening time CS1: 2012 Section 3 Density of compacted fresh concrete CS1: 1990: Section 5 (Amd. 1101) CS1: 2010: Section 5 Making test cubes from fresh concrete CS1: 1990 Section 7 (Amd. 1101 & 1102) CS1: 2010 Section 7 Curing test specimens CS1: 1990 Section 10 (Amd. 1101) CS1: 2010 Section 10 Mixing and sampling of fresh concrete CS1: 1990 Section 11 (Amd. 1201) CS1: 2010 Section 11 Compressive strength of concrete cubes CS1: 1990 Section 12 (Amd. 1201, 1202 & 1203) in force range 50kN - 3000kN CS1: 2010 Section 12 Flexural strength of beams CS1: 2010 Section 14 in the force range 2 kN – 250 kN



071 TEST CAL






規範、標準方法或應用技術 Concrete Obtaining core samples In-house method CON 027 (cont’d) CS1: 2010 Section 15 Compressive strength of concrete cores BS 1881: Part 120: 1983 (Amd. 6109) in the force range 50kN - 3000kN CS1: 1990 Section 15 (Amd. 1201, 1203 & 1205) CS1: 2010 Section 15 Density of hardened concrete CS1: 1990 Section 16 (Amd. 1201, 1202 & 1203) CS1: 2010 Section 16 Water absorption BS 1881: Part 122: 1983 Aggregate and cement content in fresh In-house method-DD 83: 1983 concrete Setting time monitoring HKHA MTS (14/16) Specification Part D Cl. 1.3.9 Depth of penetration of water under pressure CS1: 2010 Section 18 Sampling of fresh concrete CS1: 1990 Section 1 (Amd. 1101) CS1: 2010 Section 1 Temperature monitoring of concrete structure In-house method FOR005 Temperature of fresh concrete BS 5328: Part 4: 1990 Cl. 3.4 Crack width monitoring In-house method SVY007 (by telfale device) In-house method SVY008 (by digital device)



071 TEST CAL







Concrete Carbonation test HKHA MTS (2000/2002) for New Works & (diagnostic) Maintenance Works Part D Cl. 4.3.1 Covermeter survey BS 1881: Part 204: 1988 Surface hardness measurement BS 1881: Part 202: 1986 BS EN 12504-2: 2001 BS EN 12504-2: 2012 Ultrasonic pulse velocity measurement BS 1881: Part 203: 1986 (direct transmission) Half-cell potential measurement ASTM C876-91 (1999) Resistivity measurement BS 1881: Part 201: 1986 Cl. 2.3 Concrete Aggregate content CS1: 2010 Section 21.6.4 & 21.6.7 (chemical analysis) (by CaO determination) BS 1881: Part 124: 1988 Cl. 5.4 & 5.9 (excluding Cl. 5.9.4) Aggregate / cement ratio BS 1881: Part 124: 1988 Cl. 5.9 (based on CaO determination) Cement content CS1: 2010 Section 21.6.4 & 21.6.6 (by CaO determination) BS 1881: Part 124: 1988 Cl. 5.4 & 5.9 (excluding Cl. 5.9.4) Original water content CS1: 1990 Section 21.7 (excluding Cl. 21.7.5.2) CS1: 2010 Section 21.7 (excluding Cl. 21.7.5.2) BS 1881: Part 124: 1988 Cl. 7 (excluding Cl. 7.5.2) Chloride content CS1: 1990 Section 21.10.2 CS1: 2010 Section 21.10.2 BS 1881: Part 124: 1988 Cl. 10.2 Sulphate content CS1: 1990 Section 21.10.3 CS1: 2010 Section 21.10.3 BS 1881: Part 124: 1988 Cl. 10.3 Oven-dried bulk density CS 1 : 1990 Section 21.4.2 & 16.7 & 16.10 CS 1 : 2010 Section 21.4.2 & 16.7 & 16.10 BS 1881 : Part 124 : 1988 Cl. 4.2 & BS 1881 : Part 114 : 1983 Cl. 7 and Cl. 10



071 TEST CAL







Fibre reinforced polymers Cross sectional properties of FRP bars ACI 440.3R-04 Cl. B1 (FRP) for reinforcing or strengthening concrete structures Longitudinal tensile strength of FRP bars ACI 440.3R-04 Cl. B2 for reinforcing or strengthening concrete structures Transverse shear strength of FRP bars for ACI 440.3R-04 Cl. B4 for reinforcing or strengthening concrete structures Bond strength of FRP bars by pull-out testing ACI 440.3R-04 Cl. B3 for reinforcing or strengthening concrete ACI 440.3R-12 Cl. B3 structures Apparent horizontal shear strength of ASTM D4475-02 (2008) pultruded reinforced plastic rods Strength of FRP bent bars and stirrups at bend ACI 440.3R-04 Cl. B5 locations Foundation Pile Integrity Test (PIT) ASTM D5882-00 ASTM D5882-07 (Reapproved 2013) Dynamic Pile Test (PDA) ASTM D4945-00 ASTM D4945-12 Ultrasonic crosshole sonic logging test (SOLT) ASTM D6760-02 ASTM D6760-08 In-house method FTD 150 Single-hole sonic logging test (SOLT) In-house method INS 63 Ultrasonic echo sounder test (UEST) In-house method INS 10 HKHA MTS (2002/2004) Cl. D3 & D9 (c) (v) Plate load test BS 1377: Part 9: 1990 Cl. 4.1 (maintain load test) HKHA Specification Library (2008) Cl.GIN.T190.5 HKHA Specification Library (2014) Cl.GIN.T190.7



071 TEST CAL






規範、標準方法或應用技術 Foundation Static loading test on piles (SLT) ASTM D1143-81 (Re-approved 1994) Cl. 5.1 (cont’d) BS 8004: 1986 Cl. 7.5.5 Architectural Services Department General Specification (2007) Section 5.28 Architectural Services Department General Specification (2012) Section 5.28 Buildings Department PNAP 66 (Jan 2002) Cl. 18 & 19 & App. D Cl. 1 Code of Practice for Foundations (2017) Cl. 8.4 & 8.10 General Specification for Civil Engineering Works (1992) Vol. 1 App. 8.1 General Specification for Civil Engineering Works (2006) Vol. 1 App. 8.1 HKHA MTS (1999/2001) for non-destructive testing for piles Cl. D7 & D9 (c) (viii) including revised specification clauses for loading test HKHA MTS (2002/2004) for non-destructive testing for piles Cl. D7 & D9 (c) (viii) HKHA Specification Library (2000) Cl. PIL 1.T660.3 to PIL 1.T690.3 Cl. PIL 1.T810.3 to PIL 1.T870.3 Cl. PIL 1.T1010.3 to PIL 1.T1020.3 HKHA Specification Library (2000) incorporating new/revised specification clauses promulgated in DCMBI No. P02/01 Cl. PIL 1.T610A.A to PIL 1.T610B.A Cl. PIL 1.T630.3 to PIL 1.T690.3 Cl. PIL 1.T810.3 to PIL 1.T900.3 Cl. PIL 1.T1010.A to PIL 1.T1020.A Cl. PIL 1.T1022.N to PIL 1.T1027.A Cl. PIL 1.T1028.N to PIL 1.T1040.3 HKHA Specification Library (2004) Cl. PIL 1.T610.4 to PIL 1.T1130.4 HKHA Specification Library (2008) Cl. PIL 1.T610.5 to PIL 1.T1130.5 HKHA Specification Library (2012) Cl. PIL 1.T610.6 to PIL 1.T1130.6 Static loading test on piles using multiple In-house method INS 45 hydraulic jacks and load cells Pile loading test at a constant rate of BS 8004: 1986 Cl. 7.5.6 penetration



071 TEST CAL






規範、標準方法或應用技術 Foundation Static tensile loading test on piles In-house method INS 17-ASD (cont’d) In-house method INS 18-CED In-house method INS 19-HA In-house method INS 20-BD In-house method INS 21-HA-TC In-house method INS 22-HA-RS In-house method INS 23-HA-TCR In-house method INS 25-MTRC In-house method INS 69- ASDGS(2003) In-house method INS 70-ASDGS(2007) Foundation Horizontal ground movement monitoring In-house method INS 38 (by inclinometer) (Geotechnical monitoring) Monitoring ground movement using ASTM D6230-13 probe-type inclinometers Tilt monitoring In-house method INS 32 (by tiltmeter) Inclination monitoring In-house method INS 39 (by electronic sensor) In-house method INS 56 (by inclinometer) Water level monitoring In-house method INS 55 (by dipmeter) In-house method INS 60 (by vibrating wire piezometer) Vibration monitoring In-house method INS 09 Foundation Survey monitoring for pile loading test by In-house method SVY 005 (other) digital level Survey monitoring for pile loading test by In-house method SVY 006 automatic precise level Video inspection test of foundation pile In-house method INS 07 Borehole video inspection test HKHA MTS (2002/2004) Cl. D3 & D9 (c) (ix) Deflection characteristics of pile driving Deep Foundation Institute: Nov. 1983 (revised Dec. cushion 1984): Standard testing method for deflection characteristics of pile driving cushion materials Weight measurement of pile hammer In-house method FOR004



071 TEST CAL







Ground Granulated Activity index BS EN 196-1: 1995 Cl. 9.3 Blastfurnace Slag (GGBS) in conjunction with the following specification: BS EN 15167-1: 2006 + Amd. No. 16763 Cl. 5.3.2.3 Density BS EN 196-6: 1992 Annex NC in conjunction with the following specification: BS EN 15167-1: 2006 + Amd. No. 16763 Cl. 5.5 Fineness BS EN 196-6: 1992 Cl. 4 (by Blaine Method) in conjunction with the following specification: BS EN 15167-1: 2006 + Amd. No. 16763 Cl. 5.3.1 Moisture content BS EN 15167-1: 2006 Annex A Setting times BS EN 196-3: 1995 Cl. 6 in conjunction with the following specification: BS EN 15167-1: 2006 + Amd. No. 16763 Cl. 5.3.2.2 Ground water pH value GEOSPEC 3: 2001 Test 9.5 (chemical analysis) Sulphate content GEOSPEC 3: 2001 Test 9.3 Grout Bleeding and free expansion HKHA Specification Library (2004) Section PIL1.T320.4 General Specification for Civil Engineering Works (1992) Vol. 2 Cl. 17.60 General Specification for Civil Engineering Works (2006) Vol. 2 Cl. 17.60 Compressive strength of grout cubes CS1: 1990 Section 12 (Amd.1201, 1202 & 1203) in force range 50 kN - 3000 kN CS1: 2010 Section 12 Curing of test specimens In-house method GRT 05 (Tropical zone temperature) Flow of grout (flow cone method) ASTM C939-97 Making test grout cubes In-house method GRT 06



071 TEST CAL






規範、標準方法或應用技術 Metallic materials Brinell hardness test of metallic materials in BS EN ISO 6506-1: 1999 the specific scale of HB 2.5 / 187.5 BS 240: 1986 Section 2 ASTM E10-1 Test method A Rockwell hardness test of metallic materials in the following ranges 20 HRB to 100 HRB BS EN ISO 6508-1: 1999 BS EN ISO 10109-1: 1996 40 HRB to 100 HRB BS 891: 1989 Section 2 ASTM E18-00 Section A ASTM E18-03 Section A 20 HRC to 70 HRC BS EN ISO 6508-1: 1999 BS EN ISO 10109-1: 1996 BS 891: 1989 Section 2 25 HRC to 65 HRC ASTM E18-00 Section A ASTM E18-03 Section A Vickers hardness test of metallic materials BS EN ISO 6507-1: 1998 in the range of HV5, HV10 and HV30 BS EN 427: 1990 Section 2 ASTM E 92-82 (Re-approved 1997) Section A Tensile test of metallic materials BS EN 10002 Part 1: 1990 or in the force range of 2kN - 2000kN BS EN 10002 Part 1: 2001 or BS EN ISO 6892-1: 2009 in conjunction with the following specification(s): BS EN 10137-1: 1996 Cl. 8.5.2 BS EN 10137-2: 1996 Cl. 7.4.1 BS EN 10137-3: 1996 Cl. 7.4.1 BS EN 10025: 1990 Cl. 7.4.1 & Cl. 8.6 BS EN 10025: 2004 Cl. 7.3 & Cl. 9.2 BS EN 10155: 1993 Cl. 7.4.2 & Cl. 8.6.3.2 BS EN 10113-1: 1993 Cl. 8.6.2 BS EN 10113-2: 1993 Cl. 7.4.1 BS EN 10113-3: 1993 Cl. 7.4.1 BS EN 10210-1: 1994 Cl. 9.2.1 BS EN 10210-1: 2006 Cl. 8.2.2.2, 8.2.3.1 & 9.2.2 BS EN 10219-1: 2006 Cl. 8.2.3 & 9.2.2



071 TEST CAL







Metallic materials Mass per unit area, pitch and dimension BS 4483: 1985 (cont’d) of steel fabric for reinforcement of concrete BS 4483: 1998 BS 4483: 2005 Tensile test of steel fabric for reinforcement BS 4483: 1985 of concrete in the force range of BS 4483: 1998 2 kN – 2000 kN BS 4483: 2005 Bend test of steel fabric for reinforcement BS 4483: 1985 of concrete Rebend test of steel fabric for reinforcement BS 4483: 1985 of concrete BS 4483: 1998 BS 4483: 2005 Weld test of steel fabric for reinforcement BS 4483: 1985 of concrete BS 4483: 1998 BS 4483: 2005 Tensile test of carbon steel bars CS2: 1995 in the force range of 2 kN – 2000 kN Bend test of carbon steel bars CS2: 1995 Rebend test of carbon steel bars CS2: 1995 Tensile test of hot rolled steel bars BS 4449: 1988 in the force range of 2 kN – 2000 kN Bend test of hot rolled steel bars BS 4449: 1988 Rebend test of hot rolled steel bars BS 4449: 1988 Tensile test of hot rolled alloy steel bars BS 4486: 1980 in the force range of 2 kN – 2000 kN prEN 10138-4: 2004 Tensile test of cold reduced steel wire for BS 4482: 1985 reinforcement of concrete in the force range of 2 kN – 2000 kN



071 TEST CAL






規範、標準方法或應用技術 Metallic materials Rebend test of cold reduced steel wire for BS 4482: 1985 (cont’d) reinforcement of concrete

Tensile test of high tensile steel wire strand BS 5896: 1980 for pre-stressing of concrete in the force BS 5896: 2012 range of 2 kN – 2000 kN Tensile test of mechanical coupler for BS 8110: Part 1: 1985 Cl. 3.12.8.16.2 reinforcing bars in the force range of BS 8110: Part 1: 1997 Cl. 3.12.8.16.2 2 kN - 2000 kN General specification for Civil Engineering Works (1992) Vol. 2 Cl. 15.33 General specification for Civil Engineering Works (2006) Vol. 2 Cl. 15.35 KCRC major capital works standard specification, revision 0 :March 2000: Section 23.10.05 Materials and workmanship specification for civil engineering works of MTRC Cl. 10.22 Code of Practice for Structural Use of Concrete (2013) Cl. 3.2.8.3 Tensile test of steel end loops In-house method DTE 035 in the force range of 2 kN – 2000 kN Tensile test of steel reinforcing bars CS2: 2012 in the force range of 4 kN – 2000 kN BS 4449: 2005 (A2: 2009) Rebend test of steel reinforcing bars CS2: 2012 BS 4449: 2005 (A2: 2009) Tensile test of stainless steel bars BS 6744: 2001 (A2: 2009) with modification in the force range of 4 kN – 2000 kN (excluding cold worked stainless steel bars) Bend test of stainless steel bars BS 6744: 2001 (A2: 2009) with modification (excluding cold worked stainless steel bars) Inter-granular corrosion test of stainless steel BS EN ISO 3651-2: 1998 Method C (excluding welded bars test specimen)



071 TEST CAL







Metallic materials Proof load test of steel nuts BS 3692: 1967 (cont’d) BS 3692: 2001 Tensile test of machined specimens BS 3692: 1967 of bolts and screws in the force range of BS 3692: 2001 2 kN – 2000 kN BS EN 20898-1: 1992 BS EN ISO 898-1: 1999 Tensile test of unmachined specimens BS 3692: 1967 of bolts and screws in the force range of BS 3692: 2001 2 kN – 2000 kN BS EN 20898-1: 1992 BS EN ISO 898-1: 1999 Charpy V-notch impact test of weldable BS EN10045-1: 1990 structural steel sections Tensile test of weldable structural steel BS 4360: 1986 sections in the force range of BS 4360: 1990 2 kN – 2000 kN Metallic materials Ultrasonic testing of H beams with parallel BS EN 10306: 2002 (non-destructive) flanges (manual method) Ultrasonic testing of H beams with parallel BS EN 10306: 2002 flanges (using Andscan scanner) Ultrasonic testing of steel flat product BS EN 10160: 1999 (reflection method) Ultrasonic testing of steel plate, strip and BS 5996: 1993 wide flat Ultrasonic thickness measurement of BS 3923: Part 1: 1986 metallic materials



071 TEST CAL







Mortar Pull-off test of mortar In-house method SIU 012

Paints and vanishes Cross cut test BS EN ISO 2409: 1995 (excluding Cl. 5) Wet film thickness BS EN ISO 2808: 2001 (Method 1A)

Plaster Pull-off test of plaster In-house method SIU 013

Playground equipment Head injury criteria value for impact BS EN 1177: 1998 (excluding Cl.6.4.3.2 Free falling absorbing playground surfacing in the headform method) height range of 0.6m to 3.5m Resistance to indentation BS 7188: 1998 + A2: 2009 Cl. 6 Ease of ignition BS 7188: 1998 + A2: 2009 Cl. 7 Critical fall height for impact attenuating BS EN 1177: 2008 playground surfacing Slip resistance BS 7188: 1998 + A2: 2009 Cl. 5 Resistance to abrasive wear BS 7188: 1998 + A2: 2009 Cl. 4 Tensile properties BS 7188: 1998 + A2: 2009 Cl. 8



071 TEST CAL






規範、標準方法或應用技術 Pulverized fuel ash Moisture content BS 3892: Part 1: 1997 Annex C Density BS 3892: Part 1: 1997 Cl. 7 Initial setting time BS 3892: Part 1: 1997 Cl. 10 Strength factor BS 3892: Part 1: 1997 Annex F Soundness BS 3892: Part 1: 1997 Cl. 11 Fineness BS 3892: Part 1: 1997 Annex D Water requirement BS 3982: Part 1: 1997 Annex E Pulverized fuel ash Sulphuric anhydride content (as SO3) BS 4550: Part 2: 1970 Cl. 10 (chemical analysis) Sulfate content (as SO3) BS EN 196: Part 2: 1995 Cl. 8 Loss-on-ignition (L.O.I.) BS 4550: Part 2: 1970 Cl. 13.2 BS EN 196: Part 2: 1995 Cl. 7 (using 1 h ignition time) Magnesia content BS 3892:Part 1: 1982 App. C Portland pulverized fuel ash cement Sulphuric anhydride content (as SO3) BS 4550: Part 2: 1970 Cl. 10 (chemical analysis) Loss-on-ignition (L.O.I.) BS 4550: Part 2: 1970 Cl. 13.2 Magnesia content BS 3892: Part 1: 1982 App. C Render Pull-off test of render In-house method SIU 014



071 TEST CAL







Rock Point load strength of rock ASTM D5731-95 International Society for Rock Mechanics (1985) Suggested method for determining point load strength Density using saturation and callipers International Society for Rock Mechanics (1977) techniques Suggested Methods for determining water content, porosity, density, absorption and related properties and swelling and slake-durability index properties with modification Porosity density using saturation and International Society for Rock Mechanics (1977) buoyancy techniques Suggested Methods for determining water content, porosity, density, absorption and related properties and swelling and slake-durability index properties with modification Preparation of rock core specimens and ASTM D4543-01 with modification determination of dimensional and shape tolerances Direct shear strength of jointed rock International Society for Rock Mechanics (1981) with modification ASTM D5607-95 with modification Unconfined compression strength of ASTM D2938-95 with modification intact rock core specimens ASTM D7012-14 Method C Water content of rock ASTM D2216-98 Ground anchor lift-off test GEOSPEC 1 App. A.16



071 TEST CAL






規範、標準方法或應用技術 Soil pH value BS 137 7: Part 3: 1990 Cl. 9 (chemical analysis) GEOSPEC 3: 2001 Test 9.5 Total sulphate content and water-soluble BS 1377: Part 3: 1990 Cl. 5.2, 5.3 & 5.5 sulphate content GEO Report 36: 1994 Test 3.5.5 GEOSPEC 3: 2001 Test 9.3 Acid-soluble chloride conent BS 1377: Part 3: 1990 Cl. 7.3 Water-soluble chloride content BS 1377: Part 3: 1990 Cl. 7 GEOSPEC 3: 2001 Test 9.4 Organic matter content BS 1377: Part 3: 1990 Cl. 3 GEOSPEC 3: 2001 Test 9.1 Loss-on-ignition BS 1377: Part 3: 1990 Cl. 4 GEOSPEC 3: 2001 Test 9.2 Carbonate content (rapid titration) BS 1377: Part 3: 1990 Cl. 6.2 & 6.3



071 TEST CAL







Soil Moisture content by oven-drying GEOSPEC 3: 2001 Test 5.1 (Phase I) at 45°C ± 5°C Moisture content by oven-drying GEOSPEC 3: 2001 Test 5.2 at 105°C ± 5°C Comparative test for the determination of GEOSPEC 3: 2001 Test 5.3 moisture content by oven-drying Liquid limit, plastic limit and plasticity index GEOSPEC 3: 2001 Test 6.1 Liquidity index GEOSPEC 3: 2001 Test 6.2 Particle density by gas jar method GEOSPEC 3: 2001 Test 7.1 Particle density by small pyknometer method GEOSPEC 3: 2001 Test 7.2 Particle size distribution by wet sieving GEOSPEC 3: 2001 Test 8.1 (with dispersant) Particle size distribution by wet sieving GEOSPEC 3: 2001 Test 8.2 (without dispersant) Particle size distribution by hydrometer GEOSPEC 3: 2001 Test 8.5 (with dispersant) Particle size distribution by hydrometer GEOSPEC 3: 2001 Test 8.6 (without dispersant) Construction of a continuous particle size GEOSPEC 3: 2001 Test 8.7 distribution curve from the results of wet sieving and sedimentation tests Density of soil by linear measurement method BS1377: Part 2: 1990 Cl. 7.2 Dry density/moisture content relationship GEOSPEC 3: 2001 Test 10.1 of soils containing particles which are not susceptible to crushing (using a 1000cc mould and 2.5 kg rammer)



071 TEST CAL







Soil Dry density/moisture content relationship GEOSPEC 3: 2001 Test 10.2 (Phase I) of soils containing particles which are (cont’d) susceptible to crushing (using a 1000cc mould and 2.5 kg rammer) Dry density/moisture content relationship GEOSPEC 3: 2001 Test 10.3 of soils containing particles which are not susceptible to crushing (using a CBR mould and 2.5 kg rammer) Dry density/moisture content relationship GEOSPEC 3: 2001 Test 10.4 of soils containing particles which are susceptible to crushing (using a CBR mould and 2.5 kg rammer) Dry density / moisture content relationship GEOSPEC 3: 2001 Test 10.5 of soils containing particles which are not susceptible to crushing (using a 1000cc mould and 4.5 kg rammer) Dry density / moisture content relationship GEOSPEC 3: 2001 Test 10.6 of soils containing particles which are susceptible to crushing (using a 1000cc mould and 4.5 kg rammer) Dry density / moisture content relationship GEOSPEC 3: 2001 Test 10.7 of soils containing particles which are not susceptible to crushing (using a CBR mould and 4.5 kg rammer) Dry density / moisture content relationship GEOSPEC 3: 2001 Test 10.8 of soils containing particles which are susceptible to crushing (using a CBR mould and 4.5 kg rammer) In-situ bulk density and in-situ dry density GEOSPEC 3: 2001 Test 11.1 of soil by the sand replacement method suitable for fine- and medium-grained soils (with small pouring cylinder)



071 TEST CAL







Soil In-situ bulk density and in-situ dry density GEOSPEC 3: 2001 Test 11.2 (Phase I) of soil by the sand replacement method (cont’d) suitable for fine-, medium-, and coarse- grained soils (with large pouring cylinder) In-situ bulk density and in-situ dry density GEOSPEC 3: 2001 Test 11.3 of soil by nuclear densometer method suitable for fine- and medium-grained soils Relative compaction of fill material GEOSPEC 3: 2001 Test 11.4 Buildings Department PNAP 55 (1994) Cl. 2 App. A California bearing ratio (CBR) GEOSPEC 3: 2001 Test 12.1 Soil One-dimensional consolidation test GEOSPEC 3: 2001 Test 14.1 (Phase II) Isotropic compression test in a triaxial cell GEOSPEC 3: 2001 Test 14.2 Unconsolidated undrained triaxial GEOSPEC 3: 2001 Test 15.1 compression test without pore pressure measurement Isotropically consolidated undrained triaxial GEOSPEC 3: 2001 Test 15.2 compression test with pore pressure measurement Isotropically consolidated drained triaxial GEOSPEC 3: 2001 Test 15.3 compression test with measurement volume change Direct shear test (small shear box apparatus) GEOSPEC 3: 2001 Test 16.1 Triaxial test on loosely compaction fill In-house method SOL 055 material



071 TEST CAL







Soil GCO Probe test GEOGUIDE 2 Section 23 (Dynamic Probing) (other) General Specification for Civil Engineering Works (1992) Vol. 1 App. 7.1 HKHA Specification Library (2000) Cl. GIN.T1203 Redox potential BS 1377: Part 3: 1990 Cl. 11 In-situ redox potential BS 1377: Part 9: 1990 Cl. 5.2 Pull-out test of soil nails General Specification for Civil Engineering Works (2006) Vol. 1 Cl. 7.138 HKHA Specification Library (2008) Cl. SOL T320.5 Cone penetration test BS 1377: Part 9 Cl. 3.1

Pre-bored pressure meter testing in soil ASTM D4719-00 Pullout capacity of the steel wire mesh In-house method SOL 054 embedded in compacted frictional fill Determination of length of installed soil nail GEO Guidelines on Test Procedures Using Time using time domain reflectometry (TDR) Domain Reflectometry (TDR) to Determine the Length of Installed Soil Nails (Jul 2007)



071 TEST CAL






規範、標準方法或應用技術 Steel Elemental composition:- (Chemical analysis) - Low alloy steel Carbon, Chromium, Copper, Managanese, In-house method CHM159 (Spark OES) Molybeenum, Nickel, Phosphorus, Sulphur, Vanadium - Carbon steel Carbon, Chromium, Copper, Managanese, In-house method CHM159 (Spark OES) Molybeenum, Nickel, Phosphorus, Sulphur Vanadium - Carbon & low alloy steel Carbon equivalent value In-house method CHM171 (by calculation) - Steel Nitrogen content BS EN ISO 15351:2010 ISO 15351:1999 Structural fixings Tensile proof load test of anchors BS 5080: Part1: 1993 Cl. 6, 7.1.1 & 7.1.3 (anchor / anchor bolts) in the force range 1 kN – 1000 kN (by incremental loading) Tensile proof load test of anchor bolts In-house method ROC 009 in the force range 1 kN – 100 kN Tiles Pull-off test of tiles In-house method SIU 015 (coring method) In-house method SIU 016 (saw-cut method) Water Alkalinity ASTM D1067-11 Method A (chemical analysis) Chloride content ASTM D512-10 Method B Potassium content ASTM D4192-08 Sodium content ASTM D4191-08 Total dissolved solids dried at 180oC BS 1377: Part 3: 1990 Cl. 8 Water (chemical analysis) Magnesium and calcium content ASTM D511-09 Method B <Excluding the following> (excluding Cl. 22.2.1, Cl. 22.2.2 & Cl. 23.2) brackish water, sea water and brines



071 TEST CAL






規範、標準方法或應用技術 Welds Transverse tensile test on welds in metallic BS 709: 1983 Cl. 5.1 (Amd. 8909, 9146 and 9378) (destructive) materials in the force range 2 kN –2000 kN BS EN 895: 1995 BS EN ISO 4136: 2012 Longitudinal tensile test on welds in BS 709: 1983 (Amd. 1, 2 & 3) metallic materials in the force range BS EN 876: 1995 2 kN –2000 kN Bend test on welds in metallic materials BS 709: 1983 Cl. 6 (Amd. 8909, 9146 and 9378) BS EN 910: 1996 BS EN ISO 5173: 2010 + A1: 2011 Fracture test on welds in metallic materials BS 709: 1983 BS EN 1320: 1997 BS EN ISO 9017: 2013 Macroscopic examination on welds in BS 709: 1983 Cl. 9 (Amd. 8909, 9146 and 9378) metallic materials BS EN 1321: 1997 BS EN ISO 17639: 2013 Vickers hardness test across welded joints BS 709: 1983 in the scale of HV 5, HV 10 & HV 30 BS EN 1043-1: 1996 BS EN ISO 9015-1: 2011 Charpy V-notch impact test on welds in BS 709: 1983 Cl. 11 (Amd. 8909, 9146 and 9378) metallic materials BS EN 875: 1995 Macro-etch test on welded reinforcement steel BS 7123: 1989 Cl. 12.3.4.2 & Cl. 12.3.6 for concrete Tensile test on welded reinforcement steel for BS 7123: 1989 Cl. 12.3.4.1 & Cl. 12.3.5 concrete in the force range 2 kN –2000 kN



071 TEST CAL







Welds Visual examination BS 5289: 1976 (non-destructive) BS EN 970: 1997 BS EN ISO 17637: 2011 Magnetic particle test BS 6072: 1981 (1986) (Magnetic flow method colour contrast technique, using permanent magnets, D.C. and A.C. yokes) BS EN 1290: 1998 (Magnetic flow method colour contrast technique, using permanent magnets, D.C. and A.C. yokes) BS EN ISO 9934-1: 2001 (Magnetic flow method colour contrast technique, using permanent magnets, D.C. and A.C. yokes) BS EN ISO 17638: 2009 (Magnetic flow method colour contrast technique, using permanent magnets, D.C. and A.C. yokes) Penetrant test BS 6443: 1984 (Colour contrast method) BS EN 571-1: 1997 (Colour contrast method) BS EN ISO 3452-1: 2013 (Color contrast method)

Ultrasonic examination BS 3923: Part 1: 1986 (Butt welds in plates and pipes, ‘T’ joint welds and nozzle welds) BS EN 1714: 1998 (Butt welds in plates and pipes, ‘T’ joint welds and nozzle welds) BS EN ISO 17640: 2010 (Butt welds in plates and pipes, ‘T’ joint welds and nozzle welds) Radiographic examination BS EN 1435: 1997 (Gamma Ray & X-ray) BS 2600: Part 1: 1983 (Gamma Ray & X-ray) BS 2910: 1986 (Gamma ray & X-ray) BS EN ISO 17636-1: 2013 (Gamma Ray & X-ray)



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Environmental Testing 環境測試




規範、標準方法或應用技術 Water and Wastewater Physical Examination : Total Suspended Solids Dried at 103-105 °C APHA 19e 2540D Non-metallic Constituents : Alkalinity - Total APHA 19e 2320B Chloride APHA 19e 4500-Cl- B Organic Pollutants :- Chemical Oxygen Demand (COD) APHA 19e 5220B Saline water Physical Examination : Total Suspended Solids Dried at 103-105 °C APHA 19e 2540D



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G/F, HUD Main Building, Tsing Yi Town Lot 108RP, Sai Tso Wan Road, Tsing Yi Island, New Territories, Hong Kong





規範、標準方法或應用技術 Cement stabilised soil Unconfined compressive strength of Interim Guidelines on Testing of Unconfined Compressive cement stabilised soil cores Strength of Cement Stabilised Soil Cores in Hong Kong (without capping) (Oct 2017) published by Geotechnical Division of The Hong Kong Institution of Engineers Soil Particle size distribution by wet sieving GEOSPEC 3: 2001 Test 8.1 (Phase I) (with dispersant) GEOSPEC 3: 2017 Test 8.1 Particle size distribution by wet sieving GEOSPEC 3: 2001 Test 8.2 (without dispersant) GEOSPEC 3: 2017 Test 8.2



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Summary of Voluntary Suspension

.vs1. denotes voluntary suspension with effect from 30 November 2017.

FT Laboratories Limited 科達測檢試驗所有限公司 · Acoustic and vibration measurements -...

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