Method of mounting a weigh-in-motion sensor in a roadway

Patent metadata

Field	Value
Publication number	US-10640936-B2
Application number	US-201916290005-A
Country	US
Kind code	B2
Filing date	Mar 1, 2019
Priority date	Mar 5, 2018
Publication date	May 5, 2020
Grant date	May 5, 2020

Abstract

A method for mounting a Weigh-In-Motion (WIM) sensor in a roadway that includes a surface layer and a base layer directly adjacent to the surface layer includes making a groove that extends down to the base layer of the roadway. The WIM sensor is inserted into the groove, and then grout is poured into the groove onto the WIM sensor. A WIM sensor for being embedded in a groove beneath the exposed upper surface of a roadway includes a force introduction flange with an upper surface and having a lateral surface connected by an edge to the upper surface so that the lateral surface is disposed at an angle with respect to the upper surface.

First claim

What is claimed is:

1. A method of mounting a Weigh-In-Motion (WIM) sensor in a roadway, which mounted WIM sensor detects a weight force of a vehicle traveling on the roadway, and which roadway has a surface layer formed of a first material with grains of a first size and a base layer with grains of a second size that is larger than the first size and disposed directly adjacent and beneath the surface layer, the method comprising the following steps:
making a groove through the surface layer of the roadway, wherein groove extends into the base layer of the roadway;
inserting the WIM sensor into the groove;
pouring grout into the groove covering the WIM sensor; and
covering the grout with added portions of the first material with grains of the first size that is smaller than the grains of the base layer.

2. The method according to claim 1 , wherein the groove is extended into the base layer to such a depth that the WIM sensor introduced into the groove does not protrude to reach the surface layer.

3. The method according to claim 1 , wherein the groove is cast with so much grout that the grout is flush with the road surface of the surface layer.

4. The method according to claim 1 , further comprising the steps of removing a worn surface layer and applying a new surface layer to replace the removed worn surface layer.

5. The method according to claim 1 , wherein the step of inserting the WIM sensor into the groove is effected using an introduction device that disposes the WIM sensor centrally of the groove.

6. The method according to claim 5 , wherein the groove is cast with so much grout that the cast grout abuts at the introduction device.

7. The method according to claim 5 , wherein the WIM sensor is suspended by means of the introduction device at an anchoring distance above a bottom of the groove.

8. A method of mounting a Weigh-In-Motion (WIM) sensor in a roadway, which mounted WIM sensor detects a weight force of a vehicle traveling on the roadway, and which roadway has a surface layer formed of a first material and a base layer disposed directly adjacent and beneath the surface layer, the method comprising the following steps:
making a groove through the surface layer of the roadway, wherein groove extends into the base layer of roadway;
inserting the WIM sensor into the groove;
pouring grout into the groove; and
covering the grout with added portions of the first material;
wherein the base layer defines a base layer surface that is disposed directly beneath and in contact with the surface layer, and wherein the WIM sensor is suspended by means of an introduction device at a safety distance below the base layer surface of the base layer.

9. The method according to claim 8 , wherein the WIM sensor is suspended by means of the introduction device at an anchoring distance above a bottom of the groove.

10. A method of mounting a Weigh-in-Motion (WIM) sensor in a roadway, which mounted WIM sensor detects a weight force of a vehicle traveling on the roadway, and which roadway has a base layer disposed to underlie and support a surface layer formed of a first material that will become disposed directly adjacent and above the base layer formed of a second material, the method comprising the following steps:
making a groove through the base layer of the roadway;
inserting the WIM sensor into the groove;
pouring grout into the groove to cover the WIM sensor; and
covering the grout with the first material to form the roadway.

11. The method according to claim 10 , wherein the base layer defines a base layer surface that is disposed to be directly beneath and in contact with the surface layer, and wherein the groove is cast with so much grout that the grout is flush with the base layer surface of the base layer.

12. The method according to claim 10 , wherein the WIM sensor is introduced centrally into the groove by means of an introduction device; and the groove is cast with so much grout that the cast grout abuts at the introduction device.

13. The method according to claim 10 , further comprising the steps of removing a worn surface layer and applying a new surface layer to replace the removed worn surface layer.

14. A Weigh-In-Motion (WIM) sensor for being embedded in a groove beneath the exposed upper surface of a roadway, the WIM sensor comprising:
a force introduction flange having an upper surface that is exposed to the atmosphere, said force introduction flange having a lateral surface connected by an edge to the upper surface wherein the lateral surface is disposed at an angle with respect to the upper surface; and
a plurality of insulating members, wherein each of the plurality of insulating members extends to the lateral surface of the force introduction flange.

Assignees

• Kistler Holding Ag

Inventors

• Simons Gerd
• Pfluger Kim

Classifications

• G01G19/03

  for weighing during motion ({G01G19/022, G01G19/045,} G01G19/04, G01G19/07 take precedence {; weighing a continuous stream material during flow G01G11/00; check weighing of materials dispensed into removable containers G01G15/00}) · CPC title

• G01G19/02

  for weighing wheeled or rolling bodies, e.g. vehicles · CPC title

• E01F11/00 Primary

  {Road engineering aspects of} Embedding pads or other sensitive devices in paving or other road surfaces {, e.g. traffic detectors, vehicle-operated pressure-sensitive actuators, devices for monitoring atmospheric or road conditions}(pressure-sensitive elements G01L; traffic control systems G08G) · CPC title

• E01C11/005

  Methods or materials for repairing pavings (E01C7/35 takes precedence; for concrete coverings E01C7/147; for bituminous coverings E01C7/187; devices for repair works E01C23/06; repairing bridge floorings E01D22/00) · CPC title

• G01G19/024 Primary

  using electrical weight-sensitive devices · CPC title