Determining an Acceptable California Bearing Ratio (CBR) Value for Kansas Subgrades Based on Pavement Distress Data [Technical Summary]

Perić, Dunja; Goh, Gyuhyeong; Olia, Arash Saeidi Rashk; Kansas State University Transportation Center

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Determining an Acceptable California Bearing Ratio (CBR) Value for Kansas Subgrades Based on Pavement Distress Data [Technical Summary]

2024-11-01
By Perić, Dunja ; Goh, Gyuhyeong ; Olia, Arash Saeidi Rashk

[PDF-266.60 KB]

English

Details You May Also Like

Details:

Creators:

Perić, Dunja ; Goh, Gyuhyeong ; Olia, Arash Saeidi Rashk

Perić, Dunja ; Goh, Gyuhyeong ; Olia, Arash Saeidi Rashk Less -
Corporate Creators:

Kansas State University Transportation Center
Corporate Contributors:

Kansas. Department of Transportation
Subject/TRT Terms:

[+]

California Bearing Ratio Cone Penetrometers Dynamic Cone Penetrometer (DCP) Mathematical Prediction Pavement Distress Pavement Performance Regression Analysis Statistical Analysis Statistical Pavement Performance Prediction Models Subgrade (Pavements) Subgrade Soil
Publication/ Report Number:

K-TRAN: KSU-18-3
Resource Type:

Tech Report
Geographical Coverage:

Kansas ; United States

Kansas ; United States Less -
Edition:

Technical Summary
Corporate Publisher:

Kansas State University. Transportation Center
Abstract:

California Bearing Ratio (CBR) of subgrade soils, which can be used in design of flexible pavements, can be obtained from Dynamic Cone Penetrometer (DCP) tests through a statistical correlation. The main objective of this study was to determine an acceptable CBR value based on the use of statistical pavement performance evaluation models. To this end, actual DCP tests, along with the thickness of unbound layer and traffic data in the form of Average Annual Daily Truck Traffic (AADTT) were used as predictors for statistical analyses conducted in this study. Distress indicators of in-service pavements including total rutting, fatigue cracking, transverse cracking, roughness, and quality of pavement cores were the outcomes of the analyses.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:0b509f6af2315bd676be8526e70cd0b80edc5e12c9b7729ed7703903edcfeeec916c5fa439150fdb58f7181966d2e74417a6425e85d90ea92012d0dadb5301ef
Download URL:

https://rosap.ntl.bts.gov/view/dot/78824/dot_78824_DS1.pdf
File Type:

No Additional Files

More +

Determining an Acceptable California Bearing Ratio (CBR) Value for Kansas Subgrades Based on Pavement Distress Data [Technical Summary]

Details:

Supporting Files

You May Also Like