We have implemented a new catalog system. Please try out our Presto catalog portal and let us know what you think!  

Sort by:
  Next 3 Records New Search

78 results
find (ReportNumber ct 150 : 199)
and (StudyNo ct thd / txdot)
and (LeadUniv ct ctr):
Click title for detailed information.
Control of Cracking on the Side Faces of Large Reinforced Concrete Beams
1.
1978 ... G.C. Frantz and John E. Breen · Several large reinforced concrete highway bent cap girders, designed according to ACI and AASHTO provisions, were found to have very wide cracks near middepth on the side faces. Although the crack width at the level of main reinforcement was acceptable, the side face cracks near middepth
198-1 F [CTR] ... FHWATX78-198 1F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/198-1F-CHR.pdf
6.3 MB
______________________________________________________________________________________________________
Design of Reinforcement for Notched Ends of Prestressed Concrete Girders
2.
1977 ... Gangadharan Menon and Richard W. Furlong · This study was intended to analyze the shear strength of the notched ends of prestressed concrete girders and to evaluate the ultimate shear capacity by testing a model with reinforcing details simpler than those currently adopted in practice. Various discrete element analyses by a
196-1 F [CTR] ... FHWA/TX-78/07+196-1F; CTR 3-5-76-196-1F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/196-1F-CTR.pdf
3.4 MB
______________________________________________________________________________________________________
Strength and Behavior of Stage-Cast Inverted T-Beams
3.
1978 ... Richard W. Furlong · On the basis of tests involving both positive moment and negative moment loading on inverted T-beams, the performance and strength of monolithically cast specimens and stage-cast specimens were compared. Variables included the ratio between flange depth and overall beam depth and the amount of tensile
188-2 F [CTR] ... FHWATX78-188 2F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/188-2F-CHR.pdf
2.5 MB
______________________________________________________________________________________________________
Behavior of Stage-Cast Inverted T-Beams with the Precast Flange in Tension
4.
1976 ... S.A.A. Wahidi and Richard W. Furlong · The test program was intended to demonstrate the flexural behavior of stage-cast inverted T-beams constructed with a web cast in place against a preloaded flange. Four reinforced concrete T-beams were subjected to loads that caused compression in the web and tension in the
188-1 [CTR] ... 0-188-1; CFHR 3-5-75-188-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/188-1-CHR.pdf
2.37 MB
______________________________________________________________________________________________________
1997 Final Status Report of Project 187.9 Continued Monitoring of Pavement Test Sections: Final Status Report
5.
1997 ... David W. Fowler and David Whitney · Project 187.9 involved the continued monitoring of pavement test sections. The objective of this project has been to monitor seal coat test sections which were set up in Project 1222. Monitoring of each site included a visual survey, photographic records, texture readings, frictional readings,
187 Task 9 Final [CTR] ... 0-187, Task 7
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/187_Task_9-CTR.pdf
2.4 MB
______________________________________________________________________________________________________
Updating and Maintaining the Rigid Pavement Database for TxDOT
6.
1993 ... Terrence E. Dossey, B. Frank McCullough, and W. Ronald Hudson · This report represents the results of a study to plan for updating and maintaining the rigid pavement condition survey database for the Texas Department of Transportation (TxDOT). These data will be used to develop performance prediction models for rigid pavements
187-21 [CTR] ... FHWA/TX-94+187-21; Project 0-187 Task 7 Interim
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/187-21_Task_7-TxDOT.pdf
928 KB
______________________________________________________________________________________________________
Application of the TEXAS Model for Analysis of Intersection Capacity and Evaluation of Traffic Control Warrants
7.
1978 ... by Clyde E. Lee, Vivek Savur and Glenn E. Grayson · The TEXAS Model for Intersection Traffic is a microscopic simulation package describing the behavior of individual driver-vehicle units at isolated intersections. This report deals with two applications of this model, namely determining the capacity of an intersection and
184-4 F [CTR] ... 0-184-4F; CFHR 3-18-72-184-4F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/184-4F-CHR.pdf
2.5 MB
______________________________________________________________________________________________________
The TEXAS Model for Intersection Traffic. User's Guide
8.
1977 ... by Clyde E. Lee [and five others] · The Center for Highway Research at the University of Texas at Austin in cooperation with the State Department of Highways and Public Transportation and the Federal Highway Administration has developed a new microscopic traffic simulation package called the TEXAS Model for Intersection
184-3 [CTR] ... 0-184-3; CFHR 3-18-72-184-3
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/184-3-CHR.pdf
2.2 MB
______________________________________________________________________________________________________
The TEXAS Model for Intersection Traffic: Programmer's Guide
9.
1977 ... Clyde E. Lee [and three others] · The TEXAS Model of Intersection Traffic is a new microscopic traffic simulation package which can be used as a tool in evaluating the operational effects of various traffic demands, types of traffic control, and/or geometric configurations at isolated intersections. | This report is a complement to
184-2 [CTR] ... CFHR 3-18-72-184-2; 0-184-2
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/184-2-CHR.pdf
15.1 MB
______________________________________________________________________________________________________
The TEXAS Model for Intersection Traffic: Development
10.
1977 ... Clyde E. Lee, Thomas W. Rioux and Charlie R. Copeland · A new microscopic traffic simulation package, called the TEXAS model, which can be used as a tool by transportation engineers to evaluate traffic performance at isolated intersections operating under various types of intersection control has been developed. The package
184-1 [CTR] ... CFHR 3-18-72-184-1; 0-184-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/184-1-CHR.pdf
11.6 MB
______________________________________________________________________________________________________
Tensile Characterization of Highway Pavement Materials
11.
1983 ... Thomas W. Kennedy · This report summarizes the findings of Project 3-9-72-183, "Tensile Characterization of Highway Pavement Materials," and describes a series of research activities related to indirect tensile testing, tensile and repeated-load properties of inservice materials, engineering properties of asphalt
183-15 F [CTR] ... 0-183-15 F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/183-15F-CTR.pdf
3.1 MB
______________________________________________________________________________________________________
Procedures for the Static and Repeated-Load Indirect Tensile Test
12.
1983 ... Thomas W. Kennedy and James N. Anagnos · This report established the test procedure and equipment required to conduct the indirect tensile test and the repeated-load indirect tensile test. The equations and their use to determine the various elastic properties are presented. An ASTM test procedure to conduct the repeated-load
183-14 [CTR] ... 0-183-14
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/183-14-CTR.pdf
1.4 MB
______________________________________________________________________________________________________
Evaluation of the Effect of Moisture Conditioning on Blackbase Mixtures
13.
1982 ... by James N. Anagnos, Freddy L. Roberts, Thomas W. Kennedy · This report describes a preliminary study which was undertaken to evaluate the effects of moisture on the engineering properties of asphalt mixtures. The static indirect tensile test was used to measure the tensile strength and modulus of elasticity of dry and moisture
183-13 [CTR] ... 0-183-13; CTR 3-9-72-183-13
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/183-13-CTR.pdf
1.0 MB
______________________________________________________________________________________________________
The Effects of Soil Binder and Moisture on Blackbase Mixtures
14.
1979 ... by Wei-Chou V. Ping, Thomas W. Kennedy · This report describes a study which was undertaken to evaluate the effect of the amount of soil binder on the engineering properties of asphalt-treated paving materials. For this study soil binder was considered to be aggregate finer than U.S. standard sieve size No. 40. The static and
183-12 [CTR] ... 0-183-12; CFHR 3-9-72-183-12
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/183-12-CHR.pdf
2.2 MB
______________________________________________________________________________________________________
An Evaluation of the Texas Blackbase Mix Design Procedure Using the Indirect Tensile Test
15.
1979 ... David B. Peters and Thomas W. Kennedy · This study involves an evaluation of the blackbase mixture design procedure currently being used by the Texas State Department of Highways and Public Transportation (DHT). All specimens were prepared and tested according to current Texas DHT standards. The evaluation involved
183-11 [CTR] ... 0-183-11
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/183-11-CHR.pdf
2.4 MB
______________________________________________________________________________________________________
Development of a Mixture Design Procedure for Recycled Asphalt Mixtures
16.
1978 ... Ignacio Perez, Thomas W. Kennedy, Adedare Adedimila · This report summarizes the findings of a study to evaluate the fatigue and elastic characteristics of recycled asphalt pavement materials and to develop a preliminary mixture design procedure. Mixtures with different types and amounts of additives were evaluated in
183-10 [CTR] ... 0-183-10; CFHR 3-9-72-183-10
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/183-10-CHR.pdf
2 MB
______________________________________________________________________________________________________
Fatigue and Repeated-Load Elastic Characteristics of Inservice Portland Cement Concrete
17.
1977 ... John A. Crumley and Thomas W. Kennedy · This report summarizes the results of an investigation of the resilient elastic and fatigue behavior of inservice concrete from pavements in Texas. Static indirect tensile tests were conducted in order to estimate the average tensile strength of each of the four projects tested. Repeated-load
183-9 [CTR] ... 0-183-9
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/183-9-CHR.pdf
1.6 MB
______________________________________________________________________________________________________
The Resilient and Fatigue Characteristics of Asphalt Mixtures Processed by the Dryer-Drum Mixer
18.
1976 ... Manuel Rodriguez and Thomas W. Kennedy · This report summarizes the findings of a study to evaluate the engineering properties of asphalt mixtures produced using a dryer-drum plant. Included is a comparison of the elastic and fatigue properties of dryer-drum mixtures with the properties of asphalt mixtures produced with
183-8 [CTR] ... 0-183-8; CFHR 3-9-72-183-8
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/183-8-CHR.pdf
2.1 MB
______________________________________________________________________________________________________
Permanent Deformation Characteristics of Asphalt Mixtures by Repeated-Load Indirect Tensile Test
19.
1976 ... Joaquin Vallejo, Thomas W. Kennedy and Carl Haas · This report reviews the basic concepts of the parmanent deformation structural subsystem, the properties required, and the possible methods required to obtain these properties. Special consideration is given to the permanent deformation parameters given by VESYS IIM. The
183-7 [CTR] ... 0-183-7
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/183-7-CHR.pdf
2.5 MB
______________________________________________________________________________________________________
Evaluation of the Resilient Elastic Characteristics of Asphalt Mixtures Using the Indirect Tensile Test
20.
1975 ... Guillermo Gonzalez, Thomas W. Kennedy, James N. Anagnos · This report reviews the basic elastic materials properties required as inputs in elastic layer structural analyses and possible test methods for obtaining these elastic properties. The proposed test method for estimating the repeated-load elastic properties, i.e., the
183-6 [CTR] ... 0-183-6
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/183-6-CHR.pdf
2.0 MB
______________________________________________________________________________________________________
Fatigue and Resilient Characteristics of Asphalt Mixtures by Repeated-Load Indirect Tensile Test
21.
1975 ... Adedare Adedimila and Thomas W. Kennedy · The mixtures studied contained crushed limestone or rounded gravel aggregates and an AC-10 asphalt cement ranging from 4 to 8 percent by weight of total mixture. The fatigue and repeated-load tests were conducted at 50, 75, and 100 F, with the stress level ranging between 8
183-5 [CTR] ... 0-183-5
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/183-5-CHR.pdf
6.1 MB
______________________________________________________________________________________________________
Comparison of Fatigue Test Methods for Asphalt Materials
22.
1975 ... Byron W. Porter and Thomas W. Kennedy · This report describes the results of an investigation comparing various commonly used fatigue tests and evaluating the relationship between creep and fatigue. It was found that the repeated-load indirect tensile test produces results comparable with other fatigue tests if the state of stress
183-4 [CTR] ... 0-183-4
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/183-4-THD.pdf
3.5 MB
______________________________________________________________________________________________________
Cumulative Damage of Asphalt Materials Under Repeated-Load Indirect Tension
23.
1975 ... by Calvin E. Cowher, Thomas W. Kennedy · This report summarizes the results of an investigation of the applicability of Miner's Hypothesis to the fatigue data which were obtained using the dynamic indirect tensile test. Relationships between fatigue life and stress were established for simple-loading fatigue data from which Miner's
183-3 [CTR] ... 0-183-3; CFHR 3-9-72-183-3
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/183-3-THD.pdf
3.9 MB
______________________________________________________________________________________________________
Fatigue and Repeated-Load Elastic Characteristics of Inservice Asphalt-Treated Materials
24.
1975 ... Domingo Navarro and Thomas W. Kennedy · This report describes the results of an investigation of the fatigue life and repeated-load elastic properties of blackbase and asphalt concrete from inservice highways in Texas. Cores from seven recently constructed highway pavements were obtained and tested under repeated tensile
183-2 [CTR] ... 0-183-2
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/183-2-CHR.pdf
2.2 MB
______________________________________________________________________________________________________
Tensile and Elastic Characteristics of Pavement Materials
25.
1974 ... Bryant P. Marshall and Thomas W. Kennedy · This report describes the results of an investigation of the tensile and elastic properties of highway pavement materials. Cores of four types of materials obtained from recently constructed highway pavements were obtained and tested. Experimental estimates of the tensile and
183-1 [CTR] ... 0-183-1; CFHR 3-9-72-183-3
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/183-1-CHR.pdf
2.1 MB
______________________________________________________________________________________________________
Truck Weight Surveys by In-Motion Weighing
26.
1975 ... by Randy B. Machemehl, Clyde E. Lee, C. Michael Walton · The need for vehicle weight data in planning and designing highway facilities has historically been satisfied by stopping selected vehicles at specially prepared roadside sites and weighing each wheel or each axle of the vehicle on either portable scales or on platform scales.
181-1 [CTR] ... 0-181-1F; CFHR 3-10-74-181-1F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/181-1F-CHR.pdf
3.2 MB
______________________________________________________________________________________________________
Summary and Recommendations for the Implementation of Rigid Pavement Design, Construction and Rehabilitation Techniques
27.
1981 ... B.F. McCullough, W.R. Hudson and C.S. Noble · In order to explain observations of significantly different performances for many of the rigid pavements in Texas, a quantitative evaluation was required to relate distress mechanisms to distress manifestation and to develop better predictors of performance. In theory, if all variables
177-22 F Summary [CTR] ... 0-177-22F-S
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-22F-S-CTR.pdf
206 KB
______________________________________________________________________________________________________
Summary and Recommendations for the Implementation of Rigid Pavement Design, Construction and Rehabilitation Techniques
28.
1981 ... B.F. McCullough, W.R. Hudson and C.S. Noble · In order to explain observations of significantly different performances for many of the rigid pavements in Texas, a quantitative evaluation was required to relate distress mechanisms to distress manifestation and to develop better predictors of performance. In theory, if all variables
177-22 F [CTR] ... 0-177-22F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/177-22F-CTR.pdf
4.4 MB
______________________________________________________________________________________________________
Distress Prediction Models for CRCP
29.
1981 ... by C.S. Noble, B. F. McCullough · The major purpose of this study was to develop regression models for the prediction of distress in CRCP in Texas for use by the SDHPT in making decisions concerning the allocation of funds for rehabilitation of these pavements. Use of these models in the manner recommended in this report will
177-21 [CTR] ... 0-177-21; CTR 3-8-75-177-21
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-21-CTR.pdf
______________________________________________________________________________________________________
Summary Report for 1978 CRCP Condition Survey in Texas
30.
1981 ... Manuel Gutierrez de Valasco and B. Frank McCullough · With the objective of obtaining historical performance data for design, maintenance, and research, the Texas SDHPT initiated a series of condition surveys of CRCP in 1974. A follow-up survey was conducted in 1978. Using condition survey data for CRCP from 1974 and
177-20 [CTR] ... 0-177-20
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-20-CHR.pdf
2.8 MB
______________________________________________________________________________________________________
Manual for Condition Survey of Continuously Reinforced Concrete Pavements Summary Report
31.
1981 ... Arthur Taute and B. Frank McCullough · A large portion of the Interstate highways of Texas is paved with continuously reinforced concrete pavement (CRCP). Some of these highways were constructed during the early phases of the Interstate program and others at a later date, and, thus, the pavement ages vary considerably and
177-19 Summary [CTR] ... 0-177-19(S) ... Summary Report (Center for Transportation Research)
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/177-19-summary-CTR.pdf
200 KB
______________________________________________________________________________________________________
Manual for Condition Survey of Continuously Reinforced Concrete Pavements
32.
1981 ... by Arthur Taute, B. Frank McCullough · A condition survey procedure, which has been used to survey all the rural CRC pavements in Texas, is presented in this report. The procedure involves the objective measurement of the most severe and prevalent forms of distress in CRC pavements. The development of this procedure, from the
177-19 [CTR] ... 0-177-19; CTR 3-8-75-177-19
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/177-19-CTR.pdf
2.5 MB
______________________________________________________________________________________________________
Detection of Voids Underneath Continuously Reinforced Concrete Pavements. Summary Report
33.
1979 ... By John W. Birkhoff and B. Frank McCullough · "Research Report 177-18 presents the results of an investigation in which three methods of detecting voids underneath CRC pavements (deflection, pumping, and vibration) are evaluated with respect to reliability of successful void detection." -- foreword · CONTENTS: Foreword
177-18 Summary [CTR] ... 177-18(S) ... Summary Report (Center for Highway Research)
Full-text Link:
https://library.ctr.utexas.edu/digitized/summaries/177-18-s.pdf
306 KB
______________________________________________________________________________________________________
Detection of Voids Underneath Continuously Reinforced Concrete Pavements
34.
1979 ... John W. Birkhoff and B. Frank McCullough · The basic assumption in pavement design is that there is full support throughout the length of the pavement. When a void develops, this is not true. This report investigates three methods of detecting voids underneath continuously reinforced concrete pavements. The methods; deflection,
177-18 [CTR] ... 0-177-18; CFHR 3-8-75-177-18
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/177-18-CHR.pdf
1.4 MB
______________________________________________________________________________________________________
Limiting Criteria for the Design of CRCP
35.
1979 ... B. Frank McCullough, J.C.M. Ma, C.S. Noble · The primary factors to consider in the thickness and reinforcement design for continuously reinforced concrete pavements are the structural response variables; crack spacing, crack width, and maximum steel stress. They plant an important role in the outcome of the pavement
177-17 [CTR] ... 0-177-17
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/177-17-CHR.pdf
2.4 MB
______________________________________________________________________________________________________
Nomographs for the Design of CRCP Steel Reinforcement
36.
1979 ... C.S. Noble, B. Frank McCullough, J.C.M. Ma · The purpose of this study was to develop graphical procedures (nomographs) for the design of continuously reinforced concrete pavement (CRCP) for implementation by the Texas State Department of Highways and Public Transportation for a range of specified local conditions. Use
177-16 [CTR] ... 0-177-16
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/177-16-CHR.pdf
4.7 MB
______________________________________________________________________________________________________
Precast Repair of Continuously Reinforced Concrete Pavement
37.
1979 ... by Gary Eugene Elkins, B. Frank McCullough, W. Ronald Hudson · An investigation into the applicability of precast slabs for rapid repair of CRCP is presented. Analytical techniques are used to study loading of repair slabs due to volume change, wheel loads, and lifting, with detailed results presented in several of the appendices. Rapid
177-15 [CTR] ... 0-177-15; CTR 3-8-75-177-15
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-15-CHR.pdf
7.8 MB
______________________________________________________________________________________________________
A Rigid Pavement Overlay Design Procedure for Texas SDHPT
38.
1978 ... Otto Schnitter, W. Ronald Hudson and B. Frank McCullough · The Texas State Department of Highways and Public Transportation (SDHPT) rigid pavement overlay design procedure was developed by evaluating, improving, modifying, and simplifying a recently developed Federal Highway Administration overlay design method.
177-13 [CTR] ... FHWA TX 79-177-13; 0-177-13
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-13-CHR.pdf
8.9 MB
______________________________________________________________________________________________________
A Study of CRCP Performance: New Construction vs. Overlay. Summary Report
39.
1978 ... By James I. Daniel, W. Ronald Hudson, and B. Frank McCullough · "Research Report Number 177-12 is the twelfth in a series of reports which describe work done on Project 3-8-75-177, Development and Implementation of the Design, Construction and Rehabilitation of Rigid Pavements. This report presents a study of several continuously
177-12 Summary [CTR] ... 177-12(S) ... Summary Report (Center for Highway Research)
Full-text Link:
https://library.ctr.utexas.edu/digitized/summaries/177-12-s.pdf
231 KB
______________________________________________________________________________________________________
A Study of CRCP Performance: New Construction vs. Overlay
40.
1978 ... by James I. Daniel, W. Ronald Hudson, B. Frank McCullough · This report documents the performance of several continuously reinforced concrete pavements (CRCP) in Texas. Specifically, it involves a comparison of the performances of CRCP overlays and new CRCP construction for three projects: I35-2(45)175, located in Guadalupe
177-12 [CTR] ... 0-177-12; CFHR 3-8-75-177-12
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-12-CHR.pdf
3.6 MB
______________________________________________________________________________________________________
A Sensitivity Analysis of Rigid Pavement Overlay Design Procedure
41.
1977 ... B.C. Nayak, W. Ronald Hudson, and B. Frank McCullough · Presently there are no overlay design procedures or criteria for determining the structural value of existing pavement and its remaining life and for evaluating how the layers will function in an overlaid pavement. Furthermore, none considers fatigue, a primary
177-11 [CTR] ... 0-177-11; CFHR 3-8-75-177-11; FHWA TX 78 177 11
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-11-CHR.pdf
3.7 MB
______________________________________________________________________________________________________
Development of Photographic Techniques for Performing Condition Surveys
42.
1977 ... Pieter J. Strauss, James Long, B. Frank McCullough · The objective of this study was to develop a technique for surveying heavily trafficked highways that is compatible with a visual condition survey but does not restrict the flow of traffic. Because of the need to be able to conduct a survey at a speed of at least 30 miles per
177-10 [CTR] ... 0-177-10; FHW TX 78-177-10; CFHR 3-8-75-177-10
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-10-CHR.pdf
1.9 MB
______________________________________________________________________________________________________
CRCP-2, an Improved Computer Program for the Analysis of Continuously Reinforced Concrete Pavements
43.
1977 ... James Ma and B. Frank McCullough · CRCP-2 is an extension and revision of the CRCP-1 computer solution for the analysis of continuously reinforced concrete pavement (reported in Research Report NCHRP 1-15). It improves the proficiency and extends the capability of the original model. Small errors in CRCP-1 for extreme
177-9 [CTR] ... FHWA TX 78-177-9; CFHR 3-8-75-177-9; 0-177-9
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/177-9-CHR.pdf
4.5 MB
______________________________________________________________________________________________________
Continuously Reinforced Concrete Pavement.: Structural Performance and Design/Construction Variables. Summary Report
44.
1977 ... by Pieter J. Strauss, B. Frank McCullough, W. Ronald Hudson · "Research Report 177-7 describes the evaluation of the structural performance of a continuously reinforced concrete pavement with emphasis on the relative effect of design, construction and environmental variables. The applications of the results in designing new
177-7 Summary [CTR] ... 177-7(S) ... Summary Report (Center for Highway Research)
Full-text Link:
https://library.ctr.utexas.edu/digitized/summaries/177-7-s.pdf
277 KB
______________________________________________________________________________________________________
Continuously Reinforced Concrete Pavement: Structural Performance and Design/Construction Variables
45.
1977 ... by Pieter J. Strauss, B. Frank McCullough, W. Ronald Hudson · A detailed analysis of design, construction and environmental variables that may have an effect on the structural performance of a CRCP is presented in this report. The variables are tied together by theoretical models where possible to allow for extrapolation outside
177-7 [CTR] ... 0-177-7; CFHR 3-8-75-177-7
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/177-7-chr.pdf
5 MB
______________________________________________________________________________________________________
Sixteenth Year Progress Report on Experimental Continuously Reinforced Concrete Pavement in Walker County
46.
1976 ... B. Frank McCullough and Thomas P. Chesney · This report summarizes the findings of a 16-year study on an experimental CRCP placed on IH 45 in Walker County, Texas. An examination of data provides numerous guidelines for the design requirements and construction specifications of future projects where CRCP will be used.
177-6 [CTR] ... 0-177-6
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-6-CHR.pdf
1.6 MB
______________________________________________________________________________________________________
Laboratory Study of the Effect of Nonuniform Foundation Support on Continuously Reinforced Concrete Pavements
47.
1977 ... Enrique Jimenez, B. Frank McCullough, W. Ronald Hudson · Design of continuously reinforced concrete pavements is a procedure that involves numerous complex variables. To accomplish the evaluation of these variables, several steps must be taken, such as observations of the effects of environmental factors and the
177-4 [CTR] ... 0-177-4
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-4-CHR.pdf
3.4 MB
______________________________________________________________________________________________________
A Study of the Performance of the Mays Ride Meter
48.
1977 ... Yi-Chin Hu, Hugh J. Williamson, and B. Frank McCullough · A study of the measurement of road roughness with the Mays Ride Meter (MRM) is presented. A model is developed to interpret the effects of the long and short waves on the riding quality of the road and used to explain the difference between the Serviceability
177-3 [CTR] ... 0-177-3
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-3-CHR.pdf
1.9 MB
______________________________________________________________________________________________________
A Sensitivity Analysis of Continuously Reinforced Concrete Pavement Model CRCP-1 for Highways
49.
1975 ... by Chypin Chiang, B. Frank McCullough, W. Ronald Hudson · The continuously reinforced concrete pavement model-1, designated as CRCP-1 is a mathematical model derived from field observations and laboratory observations that may be used as a design and research tool by the Highway Engineer. The theoretical model is
177-2 [CTR] ... 0-177-2; CFHR 3-8-75-177-2
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/177-2-CHR.pdf
3.4 MB
______________________________________________________________________________________________________
Drying Shrinkage and Temperature Drop Stresses in Jointed Reinforced Concrete Pavement
50.
1975 ... by Felipe Rivero-Vallejo, B. Frank McCullough · This report deals with the development of a computerized system for analyzing and designing concrete pavement slabs subjected to drying, shrinkage, and drop in temperature stresses with time. The system is capable of analyzing given jointed reinforced concrete pavement
177-1 [CTR] ... CFHR 3-8-75-177-1; 0-177-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/177-1-CHR.pdf
4.2 MB
______________________________________________________________________________________________________
Design Procedures for Axially Loaded Drilled Shafts. Summary Report
51.
1977 ... by Gerardo W. Quiros and Lymon C. Reese · "Research Report No. 176-5F is the fifth and final report in a series of reports from Research Project 3-5-72-176 of the Cooperative Highway Research Program. This report presents a summary of the former procedures for the design of drilled shafts under axial loads, a review of the
176-5 F Summary [CTR] ... 176-5F(S) ... Summary Report (Center for Highway Research)
Full-text Link:
https://library.ctr.utexas.edu/digitized/summaries/176-5-f-s.pdf
266 KB
______________________________________________________________________________________________________
Design Procedures for Axially Loaded Drilled Shafts
52.
1977 ... Gerardo W. Quiros and Lymon C. Reese · This report represents the culmination of a series of studies that have been conducted on the behavior of axially loaded drilled shafts. Of primary interest are shafts that receive support from the soil along the sides of the shaft. Design procedures established from extensive research on drilled
176-5 F [CTR] ... 0-176-5F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/176-5F-CHR.pdf
3.7 MB
______________________________________________________________________________________________________
Behavior of Axially Loaded Drilled Shafts in Clay-Shales
53.
1976 ... Ravi P. Aurora and Lymon C. Reese · The behaviour of axially loaded drilled shafts which derive most of their resistance to compressive loads from clay-shales is studied. Four instrumented test shafts were loaded to failure using a new type of reaction system in which all the tension steel could be recovered after testing. Three
176-4 [CTR] ... 0-176-4
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/176-4-CHR.pdf
6.68 MB
______________________________________________________________________________________________________
Behavior of Three Instrumented Drilled Shafts Under Short Term Axial Loading
54.
1974 ... Donald E. Engeling and Lymon C. Reese · This study is concerned with the analysis of the behavior of three full-scale instrumented drilled shafts under axial loading. Two of the shafts were in soil profiles containing sand and clay while the third was entirely in clay. The data from the load tests were correlated with soil properties
176-3 [CTR] ... 0-176-3
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/176-3-CHR.pdf
2.25 MB
______________________________________________________________________________________________________
Behavior of Axially Loaded Drilled Shaft Under Sustained Loading
55.
1974 ... John A. Wooley and Lymon A. Reese · This study pertains to the possible deleterious effects of sustained loading on the capacity of a drilled shaft. Long-term phenomena of creep and consolidation are considered. From a literary research it was found that creep can have the eventual effect of load shedding, a transfer of load to the
176-2 [CTR] ... 0-176-2
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/176-2-CHR.pdf
2.65 MB
______________________________________________________________________________________________________
The Behavior of Axially Loaded Drilled Shafts in Sand
56.
1972 ... Fadlo T. Touma and Lymon C. Reese · This study is mainly concerned with analysis of behavior of five full-scale instrumented drilled shafts cast in soil profiles containing sand and test loaded to failure. Two shafts were cast by the dry method and three by the slurry displacement method. From field observations and measurements taken
176-1 [CTR] ... 0-176-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/176-1-CHR.pdf
7.00 MB
______________________________________________________________________________________________________
Fatigue of Anchor Bolts
57.
1978 ... Karl H. Frank · This is the second and final report of an experimental investigation to determine the behaviour of steel anchor bolts. One hundred and eight specimens were tested under fatigue and static loading. The parameters examined in the fatigue tests were Strength of steel (F sub y = 27 to 171 ksi); Thread size or pitch (4-
172-2 F [CTR] ... 0-172-2F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/172-2f-CHR.pdf
1.64 MB
______________________________________________________________________________________________________
Axial Tension Fatigue Strength of Anchor Bolts
58.
1977 ... Franklin L. Fischer and Karl H. Frank · The report presents the results of an experimental investigation to determine the influence of several specification and design parameters on the fatigue behavior of commonly used anchor bolts. The parameters studied include: type of steel, thread series, nominal diameter, thread forming
172-1 [CTR] ... 0-172-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/172-1-CHR.pdf
3.36 MB
______________________________________________________________________________________________________
A Survey and Evaluation of Remedial Measures for Earth Slope Stabilization
59.
1974 ... Rudolph J. Schweizer and Stephen Wright · The results of a literature survey undertaken to identify remedial measures which have been used to stabilize earth slopes are presented. In this review attention is directed to specific case histories and field conditions where the remedial measures were actually used. The remedial
161-2 F [CTR] ... 0-161-2F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/161-2f-CHR.pdf
3.77 MB
______________________________________________________________________________________________________
A Survey of Earth Slope Failures and Remedial Measures in Texas
60.
1972 ... Timothy G. Abrams and Stephen Wright · The results of a survey undertaken to identify regions in Texas where there has been a high incident rate of slope failure and to identify some of the factors responsible for these slides are presented. In conjunction with this study a review of present slope design procedures and the remedial
161-1 [CTR] ... 0-161-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/161-1-CHR.pdf
2.56 MB
______________________________________________________________________________________________________
Dynamic Traffic Loading of Pavements
61.
1974 ... by Randy Machemehl and Clyde E. Lee · Application of a technique for mathematical simulation of the interaction of heavy highway vehicles with a defined road surface profile is described. The simulation technique is used to develop a practical methodology for summarizing the dynamic vehicular loading experience of a highway
160-1 F [CTR] ... 0-160-1F; CFHR 3-8-71-160-1F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/160-1F-CHR.pdf
1.98 MB
______________________________________________________________________________________________________
The Effect of Diaphragms in Prestressed Concrete Girders and Slab Bridges
62.
1973 ... by S. Sengupta and J. E. Breen · Four scale microconcrete model bridges were tested. Experimental variables included span, skew angle, stiffness, location and number of diaphragms. Service load level behavior was studied under static, cyclic and impact loads with successive removal of diaphragms. Behavior at overload and
158-1 F [CTR] ... 0-158-1F; CFHR 3-5-71-158-1F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/158-1F-CHR.pdf
7.10 MB
______________________________________________________________________________________________________
Static, Fatigue, and Impact Strength of Electroslag Weldments
63.
1972 ... James S. Noel and A.A. Toprac · Electroslag welds for this research program were made along the long dimension between steel plates 2'-0"x1 1/4"x3'-6". Three different fabricators each prepared two butt weld specimens, one with ASTM A36 and the other with ASTM A588 steel plates. From the weldments, a total of nine A36
157-1 F [CTR] ... 0-157-1F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/157-1F-CHR.pdf
3.8 MB
______________________________________________________________________________________________________
Speed-Zoning to Reduce Dynamic Loads on the Port Isabel Causeway
64.
1974 ... by Clyde E. Lee, Randy Machemehl · Since its construction in the early 1950's, the mile-long reinforced concrete causeway structure which connects Padre Island with the Texas mainland has developed significant permanent deformation or sag in most of the 30- foot- long simply supported pan girder type spans that compose
156-Intr3 [CTR] ... TxDOT Report 0-156-Interim (3)
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/MS0695.pdf
4.26 MB
______________________________________________________________________________________________________
Dynamic Vehicular Loading of the Hubbard Creek Reservoir Bridge, 1975
65.
1975 ... Clyde E. Lee, Randy Machemehl · Since its construction in the early 1960's, the three-quarter-mile-long predominantly reinforced concrete bridge structure on U.S. Highway 180 over the Hubbard Creek Reservoir in north central Texas has developed significant permanent deformation or sag near the center of most of the 40-foot-long
156-Intr2 [CTR] ... TxDOT Report 0-156-Interim (2)
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/156-intr2.pdf
853 KB
______________________________________________________________________________________________________
Dynamic Vehicular Loading of the North Floodway Bridges, 1975
66.
1975 ... by Clyde E. Lee · This is the third report dealing with bridge roughness that has been prepared for the State Department of Highways and Public Transportation during the past two years. All these investigations are direct examples of applying the results of research in solving field design, maintenance, and operational problems
156-INTR1 [CTR] ... Report 0-156-Interim (1)
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/156-intr1.pdf
4.87 MB
______________________________________________________________________________________________________
A Study of the Relationships Between Various Classes of Road-Surface Roughness and Human Ratings of Riding Quality
67.
1975 ... Hugh J. Williamson, W. Ronald Hudson and C. Dale Zinn · In this study, statistical relationships between each of several classes of road roughness and human panel ratings of riding quality are developed. For this purpose, the roughness is categorized through digital filtering methods on the basis of wavelength. Longitudinal and
156-5 F [CTR] ... 0-156-5F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase2/156-5F-CHR.pdf
4.7 MB
______________________________________________________________________________________________________
The Characterization of Road Roughness on Bridge Decks and the Adjoining Pavement
68.
1975 ... David B. Law, hugh J. Williamson and W. Ronald Hudson · An investigation into the characterization of surface profile and roughness on bridges and the adjoining pavement has been made and the results are reported herein. This investigation included the decomposition of measured roughness on a wavelength basis, thereby
156-4 [CTR] ... 0-156-4
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/156-4-CHR.pdf
3.61 MB
______________________________________________________________________________________________________
Analysis of Characteristic Roughness Patterns in Pavements and the Relationship Between Roughness and Pavement Distress
69.
1974 ... Hugh J. Williamson and W. Ronald Hudson · A pilot study of certain pavement distress problems is discussed in this report. Road roughness measurements made with the Surface Dynamics Road Profilometer (SDP) and pavement condition survey data have been analyzed by statistical methods to demonstrate approaches to
156-3 [CTR] ... 0-156-3
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/156-3-CHR.pdf
1.85 MB
______________________________________________________________________________________________________
The Use of Spectral Estimates for Pavement Characterization
70.
1973 ... by Roger S. Walker, W. Ronald Hudson · An investigation of the uses of road profile spectral estimates for characterizing pavements has been made and is reported herein. This investigation included the development of a serviceability index prediction model based entirely on the road profile wavelength amplitude estimates. This model
156-2 [CTR] ... 0-156-2; CHR 3-8-71-156-2
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/156-2-CHR.pdf
1.7 MB
______________________________________________________________________________________________________
A Correlation Study of the Mays Road Meter with the Surface Dynamics Profilometer
71.
1973 ... Roger S. Walker and W. Ronald Hudson · A correlation study of roughness measurements obtained with the Mays Road Meter (MRM)and the surface Dynamics Profilometer (SDP) has been made and is reported herein. In accordance with information obtained from this study, a tentative set of calibration, operation, and control
156-1 [CTR] ... 0-156-1
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/156-1-CHR.pdf
1.96 MB
______________________________________________________________________________________________________
Static and Buckling Analysis of Highway Bridges by Finite Element Procedures
72.
1973 ... C. Phillip Johnson, Thaksin Thepchatri, and Kenneth M. Will · This research focused on the application of finite element computer programs to complex bridge structures which may be idealized as an assemblage of one and two-dimensional elements. Each two-dimensional element may be either triangular or quadrilateral in shape.
155-1 F [CTR] ... 0-155-1F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/155-1F-CHR.pdf
3.76 MB
______________________________________________________________________________________________________
The Strength of Anchor Bars: A Reevaluation of Test Data on Development Length and Splices
73.
1975 ... C.O. Orangun, J.O. Jirsa, John E. Breen · An equation has been developed for calculating lengths of lap splices of deformed bars from a nonlinear regression analysis of test results of beams with lap splices. It reflects the effect of length, cover, spacing, bar diameter, concrete strength, transverse reinforcement, and moment
154-3 F [CTR] ... Report 0-154-3F
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/154-3f-CHR.pdf
2.08 MB
______________________________________________________________________________________________________
The Performance of Lapped Splices Under Rapid Loading. Summary Report
74.
1975 ... by T. Rezansoff [and three others] · "In this investigation the behavior of lapped splices subjected to impact loading was studied. The objective was to compare the strength and behavior of splices under static and dynamic loads and to determine whether the design provisions based primarily on static tests could be relied on
154-2 Summary [CTR] ... 154-2(S) ... Summary Report (Center for Highway Research)
Full-text Link:
https://library.ctr.utexas.edu/digitized/summaries/154-2-s.pdf
456 KB
______________________________________________________________________________________________________
The Performance of Lapped Splices Under Rapid Loading
75.
1975 ... T. Rezansoff [and three others] · The impact or dynamic response and resistance of structures or structural components has been of increasing interest in recent years. The failures of lapped splices at the bases of some concrete highway support structures during the San Fernando earthquake led to questions as to the suitability
154-2 [CTR] ... 0-154-2
Full-text Link:
https://library.ctr.utexas.edu/digitized/texasarchive/phase1/154-2-CHR.pdf
2.54 MB
______________________________________________________________________________________________________
  Next 3 Records New Search

Made possible by the generous support of the
Texas Department of Transportation Research and Technology Implementation Office (RTI)


Center for Transportation Research | Cockrell School of Engineering | The University of Texas at Austin

©2015 Center for Transportation Research | Web Accessibility Policy | Web Privacy Policy


Powered by Inmagic (www.inmagic.com)