00819968

Component

https://doi.org/10.3141/1755-07

http://scholar.google.com...vant&publication_year=2001

A continuous-intrusion miniature cone penetration test (CIMCPT) system was developed, calibrated, and implemented by the Louisiana Transportation Research Center. The cone-penetration technology is fast, reliable, and cost-effective, especially when compared with the traditional site-characterization methods such as borings and laboratory and field tests. The implementation phase of the CIMCPT system in roadway design and construction in Louisiana is presented. The CIMCPT was used to evaluate the structural capacity of pavement shoulders to support diverted traffic during the I-10 rehabilitation near Rayne, to redesign and construct a stone base-course layer for State Route LA-182 in Franklin, and to evaluate the failure surface of the I-20/Missouri Pacific Railroad overpass embankment near Tallulah. The CIMCPT system was successfully implemented by the Louisiana Department of Transportation and Development (LA DOTD). Implementation of the CIMCPT technology in roadway design and construction has saved LA DOTD money and time compared with traditional subsurface exploration techniques.

This paper appears in Transportation Research Record No. 1755, Geology and Properties of Earth Materials 2001.

English

p. 60-68

2001

Transportation Research Record

0309072166

Figures (8) ; Photos (4) ; References (12) ; Tables (1)

Base course (Pavements); Bearing capacity; Cone penetrometers; Construction sites; Cost effectiveness; Design; Embankments; Exploration; Failure analysis; Implementation; Reliability; Road shoulders

Subsurface exploration

Louisiana

Design; Geotechnology; Highways; Research; I41: General Soil Surveys

TRIS, TRB, ATRI

Nov 8 2001 12:00AM

• ADSORPTION AND DESORPTION CAPACITY OF TRICHLOROETHYLENE ON GLACIAL TILL WITH HIGH-PERCENT FINES
• AUTOMATED MEASUREMENT OF TOTAL SUCTION CHARACTERISTICS IN HIGH-SUCTION RANGE: APPLICATION TO ASSESSMENT OF SWELLING POTENTIAL
• DEVELOPMENT OF DATABASE FOR LOUISIANA HIGHWAY BRIDGE-SCOUR DATA
• ENVIRONMENTAL DETERIORATION MODEL FOR FLEXIBLE PAVEMENT DESIGN: AN ONTARIO EXAMPLE
• EVALUATING MOISTURE SENSORS AND MONITORING SEASONAL MOISTURE VARIATION IN LOW-VOLUME ROADS
• FORMAT FOR GEOTECHNICAL DATA EXCHANGE IN THE UNITED KINGDOM
• GEOGRAPHIC INFORMATION SYSTEM-BASED EVALUATION OF GEOTECHNICAL BOREHOLE LOG QUALITY
• INFLUENCE OF HIGHWAY RUNOFF CHEMISTRY, HYDROLOGY, AND RESIDENCE TIME ON NONEQUILIBRIUM PARTITIONING OF HEAVY METALS: IMPLICATIONS FOR TREATMENT AT THE HIGHWAY SHOULDER
• INTEGRATING SEISMIC AND DEFLECTION METHODS TO ESTIMATE PAVEMENT MODULI
• LONG-TERM STRENGTH AND DURABILITY OF HYDRATED FLY-ASH ROAD BASES
• PREDICTION OF WINTER ROUGHNESS BASED ON ANALYSIS OF SUBGRADE SOIL VARIABILITY
• PROTOTYPE TIRE-SHRED EMBANKMENT CONSTRUCTION
• QUALITY ASSESSMENT DURING ROAD FORMATION AND FOUNDATION CONSTRUCTION: USE OF FALLING-WEIGHT DEFLECTOMETER AND LIGHT DROP WEIGHT
• REAL-TIME EVALUATION OF SITE CHARACTERIZATION TO DIRECT AND CONCLUDE EXPLORATION
• SHEAR STRENGTH OF LARGE-SIZE SHREDDED SCRAP TIRES
• USER QUERY INTERFACE FOR THE DEEP-FOUNDATIONS LOAD-TEST DATABASE
• WETTING-INDUCED SETTLEMENT OF COMPACTED-FILL EMBANKMENTS