JT/T 120-2008 PDF in English
JT/T 120-2008 (JT/T120-2008, JTT 120-2008, JTT120-2008)
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| JT/T 120-2008 | English | 125 |
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Benkelman beam pavement deflectometer
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| JT/T 120-1993 | English | 199 |
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Technical requirement for benkelman beam pavement deflectometer
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Standards related to (historical): JT/T 120-2008
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JT/T 120-2008: PDF in English (JTT 120-2008) JT/T 120-2008
JT
TRANSPORT INDUSTRY STANDARD
OF THE PEOPLE’S REPUBLIC OF CHINA
ICS 93.080.99
P 96
Filing No.:
Replacing JT/T 120-1993, JT/T 121-1993
Benkelman beam pavement deflectometer
ISSUED ON: JUNE 02, 2008
IMPLEMENTED ON: OCTOBER 01, 2008
Issued by: Ministry of Communications of PRC
Table of Contents
Foreword ... 3
1 Scope ... 4
2 Normative references ... 4
3 Product model and structure ... 4
4 Technical requirements ... 5
5 Test method ... 7
6 Inspection rules ... 10
7 Marking, packaging, transportation, storage ... 10
Benkelman beam pavement deflectometer
1 Scope
This standard specifies the product model, structure, technical requirements,
testing methods, inspection rules, marking, packaging, transportation, storage
of the Benkelman beam pavement deflectometer.
For the Benkelman beam pavement deflectometer, which is specified in this
standard, it is suitable for testing the total deflection or rebound deflection,
deflection basin, modulus of deflection of the subgrade, base layer, pavement
of the flexible pavement structure and semi-rigid pavement structure, of
different levels. It is also suitable for testing the load transfer capacity between
rigid pavement slabs.
2 Normative references
The provisions in following documents become the provisions of this Standard
through reference in this Standard. For the dated references, the subsequent
amendments (excluding corrections) or revisions do not apply to this Standard;
however, parties who reach an agreement based on this Standard are
encouraged to study if the latest versions of these documents are applicable.
For undated references, the latest edition of the referenced document applies.
GB 191 Packaging - Pictorial marking for handling of goods (GB 191-2000,
eqv ISO 780:1997)
GB/T 699 Quality carbon structural steels
GB/T 1173 Casting aluminum alloys
GB 1220 Stainless steel bars
3 Product model and structure
3.1 Product model
The representation method of product model is as follows:
According to the effective length of the measuring lever, the Benkelman beam
pavement deflectometer is divided into two models: WC-3600 and WC-5400.
3.2 Structure
The Benkelman beam pavement deflectometer consists of the following parts,
as shown in Figure 1.
a) Probe structure;
b) Probe beam;
c) Beam support;
d) End structure;
e) Dial indicator holder.
4 Technical requirements
4.1 Appearance
4.1.1 The color of the instrument shall be silver-gray. The painted surface shall
be smooth AND uniform in color. The paint layer shall not have holiday, blisters,
scratches, or falling off. The support axis's adjustment screws and the dial
indicator frame base's height adjustment bolts shall not be corroded.
4.1.2 The connection of the front and rear beams shall be smooth and firm.
There shall be no looseness. The base of the dial indicator frame shall be firmly
connected with the screw, AND be perpendicular to the base plane of the dial
indicator frame. The leveling bubble shall not be broken; the bubble shall move
sensitively.
4.1.3 The accuracy level of the dial indicator, which is used in the Benkelman
beam pavement deflectometer, is level 1. It shall be accompanied with the
product qualification certificate and verification certificate.
Effective length of the measurement lever, in millimetres
Product code, W - bend, C - sink
4.3.1 The material of the detection beam shall be selected in accordance with
GB/T 1173; its flatness tolerance level is 11.
4.3.2 The material of the support's center shaft shall be selected according to
GB/T 699.
4.3.3 The dial indicator's adjusting bolts and dial indicator frame for the probe
AND end structure shall be selected according to GB 1220.
4.3.4 The surface roughness (Ra) of the connecting surface of the front and rear
beams shall be 1.6 µm.
4.3.5 The matching diameter BETWEEN the center shaft hole of the rear beam
support AND the outer ring of the bearing is Φ22 mm. The matching diameter
BETWEEN the center shaft of the rear beam support AND the inner ring of the
bearing is Φ8 mm. The tolerance matching level is H7.
5 Test method
5.1 Testing instruments and appliances
It includes the following instruments and appliances:
a) Dial indicator: Level 0, range 0 ~ 3 mm;
b) Gauge block: Level 4, one for 5 mm and one for 10 mm;
c) Vernier caliper: Graduation value 0.02 mm; range 0 ~ 200 mm;
d) Steel ruler: Range 0 ~ 10 m;
e) Weight: 2 N ± 0.01 N;
f) Lifting support platform: It can ensure that the platform rises or falls evenly,
when it is manually operated.
5.2 Appearance inspection
Use visual inspection and manual methods, to check the appearance of the
Benkelman beam pavement deflectometer. It shall meet the requirements of
4.1.
5.3 Testing of maximum allowable error
The testing steps are as follows:
a) Place the instrument as shown in Figure 2. Adjust the support, to center
the bubble. Adjust the dial gauges at both ends to zero;
Table 1.
5.6 Testing of instrument length
Use a steel ruler to measure the horizontal distance, BETWEEN the front end
of the probe AND the center of the shaft hole of the support, as well as the
horizontal distance, BETWEEN the center of the measuring rod's hole of the
indicator AND the center of the shaft hole of the support. The results shall meet
the requirements of Table 1.
5.7 Testing of vertical deflection
The testing steps are as follows:
a) Front lever: Put the beam in the measuring state. Place the dial indicator
at 1/2 of the length of the front lever. Set the indicator to zero. Then hang
a 2N weight there. Record the reading of the dial indicator. For the 3.6 m
beam, its value shall not be greater than 0.05 mm. For the 5.4 m beam,
its value shall not be greater than 0.1 mm.
b) Rear lever: Put the beam in the measuring state. Place the dial indicator
on the measuring rod of the indicator. Set the indicator to zero. Then hang
a 2N weight there. Record the reading of the dial indicator. For the 3.6 m
beam, its value shall not be greater than 0.05 mm. For the 5.4 m beam,
its value shall not be greater than 0.1 mm.
5.8 Testing of transverse straightness (Figure 3)
Place the beam in the measurement state. Take a thin line, which is longer than
the beam length. Stretch the thin line, close to the top surface of the beam, so
that it passes through the center point (point A) of the measuring rod's hole, on
the indicator, AND the end point (point B) of the divergent joint, at the top
surface of the connection, between the front beam and rear beam. Meanwhile
extend it to the probe. Use a ruler to measure the horizontal distance, FROM
the perpendicularly projected point of center (point C) at the top surface of the
beam at this point, TO the thin line, which shall be not more than 15 mm.
Figure 3 -- Schematic diagram of testing of transverse straightness
Thin line
End point of B
divergent joint
Hole centre of measuring
rod of A indicator Centre of top surface
of beam at C probe
......
Source: Above contents are excerpted from the PDF -- translated/reviewed by: www.chinesestandard.net / Wayne Zheng et al.
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