Question 1

What are the key details for the project “Pavement Shear Strain Response To Dual and Wide-Base Tires”?

Accepted Answer

The project “Pavement Shear Strain Response To Dual and Wide-Base Tires” is an infrastructure initiative in the Road sector, located in Washington, United States of America (USA). Taiyo aggregates data on it from Federal Highway Administration (FHWA).

Question 2

What is the latest status of the project “Pavement Shear Strain Response To Dual and Wide-Base Tires”?

Accepted Answer

The status recorded for “Pavement Shear Strain Response To Dual and Wide-Base Tires” is completed.

Question 3

Who are the main government, EPC, and private stakeholders for “Pavement Shear Strain Response To Dual and Wide-Base Tires”?

Accepted Answer

Taiyo maps the stakeholders of “Pavement Shear Strain Response To Dual and Wide-Base Tires”: government bodies (Federal Highway Administration (FHWA)).

Question 4

What is the budget and commercial profile for the project “Pavement Shear Strain Response To Dual and Wide-Base Tires”?

Accepted Answer

Taiyo normalizes the budget of “Pavement Shear Strain Response To Dual and Wide-Base Tires” to USD 72000.

Question 5

Where can I verify the source and access all details for “Pavement Shear Strain Response To Dual and Wide-Base Tires”?

Accepted Answer

This Taiyo project page references Federal Highway Administration (FHWA) along with the original URL (https://highways.dot.gov/research/projects/pavement-shear-strain-response-dual-wide-base-tires). Taiyo standardizes official data into a consistent, searchable project profile.

Sponsoring Agency	Obfuscated Data
Company	Obfuscated Data

Original status	completed
Taiyo status	Obfuscated Data
Taiyo last update	00-00-0000
Available timestamps	00-00-0000
Available timestamp type	Obfuscated Data

Contact name	Obfuscated Data
Phone	0000000000
Email	ObfuscatedData@email.com
Address	Obfuscated Data, Obfuscated data, obfuscated data, Obfuscated data

Description	Analyze data from instrumented pavement sections loaded by a truck equipped with both dual- and wide-base tires in hot weather conditions. The data was collected from the Specific Pavement Study (SPS)-8 sections at the Ohio test road. Data would be used to show relative shear strains induced near the pavement surface to validate existing models for use in next-generation mechanistic-empirical pavement design. This could lead to more reliable performance prediction, especially regarding longitudinal cracking.
Original sub-sector	Obfuscated
Original Currency	USD
Original budget	000000000000000
Procurement method	Obfuscated Data
Budget	000000000000000

Region	Obfuscated
Country	Obfuscated
State	Obfuscated Data
County	Obfuscated
Location	Obfuscated Data, Obfuscated data, obfuscated data, Obfuscated data

Source reliability	High
Data quality score	100%
Source	Obfuscated Data
URL	obfuscated_data,obfuscateddata.com

Project Type	Obfuscated Data
Article Published Date	Obfuscated Data

Pavement Shear Strain Response To Dual and Wide-Base Tires

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