Showing posts with label High mast light Pole Inspection. Show all posts
Showing posts with label High mast light Pole Inspection. Show all posts

Thursday, August 24, 2017

Role of post tensioning in construction of efficient infrastructures

With the advancement in science, our world is evolving and so does the infrastructure. The demand of smart infrastructure has increased in recent decades which demand an upgraded quality of concrete so that the structure can support any load beyond its own dead weight. Many structures have collapsed in past because

• The concrete structure couldn’t bear the oversized load e.g. I-5 Skagit River Bridge accident in 2013

• It was structurally too rigid to withstand the damaging factors like strong winds e.g. I-35W Mississippi River Bridge collapse in 2007

• Frequent accidents where vehicles hit the supporting post like boat colliding with the foundation of the bridge e.g. 14th Street Bridge accident in 1982

• Design errors and material used in the construction e.g. Tacoma Narrows Bridge accident in 1940.

• Earthquakes causing damage to the structure e.g. San Francisco – Oakland Bay Bridge collapse in 1989

We have learned from these accidents that if the design and construction quality of any infrastructure is improved then accidents like bridge failures can be prevented. Post tensioning technique which uses prestressed post tensioned tendons to reinforce concrete structures has revolutionized the construction of infrastructures.  it offers many advantages over regular construction technique. Some of the features of post tensioning are following as

• It offers flexibility to the structure means if the structure tend to sag or deflect under the live load then also the concrete structure won’t crack.

• It has lowered down the material and maintenance cost

• It has also reduced the construction time because it allows longer spans in a structure without building supports.

• It increases the tensile strength and load bearing capacity of the structure thus making it durable and long lasting.

• It can also resist the environmental factors e.g. it can withstand stronger winds or earthquakes as it is structurally flexible.

How post tensioning improves the quality of concrete?

Post tension tendons made from high tensile steel, carbon fibre or aramid fibre is placed within or adjacent to concrete volume to provide flexibility to the concrete structure. When extra pressure is applied by the living load, the post tension tendons share the load and prevent cracking in the concrete member.

Once the concrete is stressed along with tendons, it becomes high strength concrete and can withstand tension forces. Post tension tendons and prestressed concrete is widely used in building huge structures like bridges, skyscrapers, dams, silos and tanks, nuclear containment structures and industrial pavement etc. Prestressed concrete with post tension tendons is much better option than the reinforced concrete because of its improved performance which allows reduced structural thickness and longer span which is essential for building complex structures.

What is the constraint while using post tension tendon in concrete structures?

The biggest advantage of post tensioning is lack of cracking and ability to span large spaces without any support. Post tension slabs can be placed or stamped just like reinforced concrete slab and the surface can be overlaid or stained. It is important to consider that the post tensioned concrete should not be cut or drilled because once a post tension tendon is cut down, it is difficult to repair or replace.

It is very difficult to find any damage to the post tension tendons from the surface as they are deeply embedded inside the concrete member. Infrastructure Preservation Corporation (IPC) provides the first post tension tendon scanning system which utilizes the Electrical Capacitance Tomography (ECT) to perform a MRI like assessment of the post tension tendons. This system is referred as “TendonScan” and it can provide accurate information about any deterioration or section loss like corrosions, voids, bleeding grout and any other problem caused to the tendons so that the decision makers can take appropriate action for repairs, in budget and on time.

To know more about TendonScan, our other products and services, you can visit our website https://www.infrastructurepc.com/ or contact us at info@infrastructurepc.com.

Wednesday, July 12, 2017

Introduction to Pole Scan (A high mast light pole inspection Service)

High Mast Light Poles are installed at our busiest intersections as well as on ramps and off ramps of most highway systems. . It is a tall pole at least 30 metres (98 feet) high and the lighting system consists of several lighting fixtures mounted around the luminaries ring at the top of it. The pole itself is built in sections with each section inserted into the other and ground at the base with anchor bolts that go 3-4 feet into the ground.  The HMLP “High mast light pole” needs to remain sturdy and withstand gale force winds for years without rusting apart or falling.

Maintenance inspections of the high mast light pole are conducted every 5 years and typically done by lowering the luminaries ring from the mast head to its base by using a motor and winch but inspection of the pole surface and seams is a difficult task. Traditional pole inspection involves a visual inspection of the pole from the ground by an inspector.

Infrastructure Preservation Conservation (IPC) has developed a unique High Mast Light Pole inspection service named Pole Scan® which helps the inspector in assessing the light pole and its various components like seams and luminaries for any imperfections from the comfort of his office.

What it is?

It is a robotic high mast light pole inspection system which is remote controlled from a monitoring station. This system offers 100 percent coverage of the entire light pole including the pole surface, seams, luminaries and other components. This advanced system exceeds all FHWA and state requirements for assessment. The inspections are conducted by experienced professionals who are trained to use the technology to provide the department of transportation with much more quantitative data than the traditional manual inspection

Why was it built?

High Mast light Pole inspection from conventional methods is subjective because an inspector examines the pole visually. If two inspectors examine the same pole at the same time then the two outcomes will be different. Moreover, other components of the HMLP like seams and surface are neglected and the potential defects or deteriorations are not properly monitored Some of the components or anomaly’s can be occurring 50-90 feet up or underground and not visible to the human eye. Pole Scan® was built to make subjecting testing a thing of the past and to inspect all the components of the HMLP from every angle providing quantitative data to the department of transportation in order for them to properly allocate their resources to maintain them and extend their service life.

How is it used?

Pole Scan® utilizes Non Destructive Testing methods and robotics technology. A self propelled robotic system is mounted on the pole and it is remotely controlled from the base station. It moves along the length of the pole and records all the details of the surface, seams and other components in form of a high definition video. The recorded data can be analyzed in real time for later analysis. The history is also used for monitoring of the advancement of the any deterioration.

What problem does it solve?

PoleScan® has improved the inspection service of high mast light pole and enhanced the quality of the results. The collected data is used for monitoring of rate of deterioration over time as well as reporting any imperfections in order to properly maintain them.

For more information about IPC and its road and bridge inspection services, you can visit our site https://www.infrastructurepc.com or email us at info@infrastructurepc.com.

Sunday, June 12, 2016