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Sample search results for: bleeding pavements

 

1

LRRB Pavement Management Systems Pavement Management Systems

  Energy Storage, Conversion and Utilization Websites

Summary: Pavement Management Systems Workshop outline 1. Overview 2. Benefits 3. Elements 4. Case Studies 5. Resources #12;LRRB Pavement Management Systems 1. Overview 2. Benefits 3. Elements 4. Case Studies 5. Resources Workshop outline #12;LRRB Pavement Management Systems 1. Overview 2. Benefits 3. Elements 4. Case

Minnesota, University of

2

Guide Specification for Highway Construction Texturing Concrete Pavement for

  Engineering Websites

Summary: for texturing the concrete surface since texture geometry has a paramount effect on tire/pavement noise used shall be an artificial grass type having a molded polyethylene pile face. The pile shall contain operations should be delayed if there is excessive bleed water. During paving, prevent the turf or burlap


3

Concrete Pavement Surface Characteristics

  Engineering Websites

Summary: , Broom, Belt, Carpet) Shot Peened Exposed Aggregate Porous (Pervious) Concrete Milled HMA and SurfaceImproving Concrete Pavement Surface Characteristics Pooled Fund TPF-5(139) National Concrete do with this knowledge? #12;Better Design and Construction Practices for Texturing Concrete Pavement


4

Pavement Design TTP Orientation Seminar

  Energy Storage, Conversion and Utilization Websites

Summary: in contact with the earth's surface built to facilitate movement of people and goods ­Pedestrians ­Personal or concrete layers, open granular layers, on uncompacted subgrade #12;What are Pavements? #12;What Course Selected Layers Subgrade Fill PavementLayers MaterialDepth Pavement Anatomy #12;Pavement Life

Handy, Susan L.

5

SOURCE: UNIVERSITY OF CALIFORNIA PAVEMENT RESEARCH CENTER PAVEMENT TECHNOLOGY UPDATE

  Engineering Websites

Summary: Alliance (APA) defines a perpetual or long-life pavement as "an asphalt pavement designed and built to last]. The premise of a long-life asphalt pavement design is that structural distresses can be avoided if stresses, strains, and deflections are held below certain threshold limits. The most notable benefits of long-life

California at Berkeley, University of

6

CONCRETE PAVEMENT Reference Manual

  Engineering Websites

Summary: transfer restoration, diamond grinding, joint sealing, life-cycle cost analysis 19. Security Classify. (of this report) 20. Security Classify. (of this page) 21. No of Pages 22. Price Unclassified Unclassified 222 as the Reference Manual for the 1½-day FHWA workshop on concrete pavement preservation. The purpose of the document


7

International Symposium on Pavement LCA (Pavement LCA 2014) TRB Co-Sponsored

  Energy Storage, Conversion and Utilization Websites

Summary: International Symposium on Pavement LCA (Pavement LCA 2014) TRB Co-Sponsored (Sustainable Pavements AFD00(1)) FHWA Co-Sponsored (Sustainable Pavement Task Group) Location: UC Davis Campus Conference Assessment (LCA) for pavements. The workshop will be coordinated with activities of the FWHA Sustainable

California at Davis, University of

8

PAVEMENT TECHNOLOGY UPDATE This Technology Transfer Program

  Engineering Websites

Summary: of Research and Innovation at the California Department of Transportation. Content is provided by the University of California Pavement Research Center. The University of California Pavement Research Center, and technologies. The University of California Pavement Research Center (UCPRC) conducts research on pavements

California at Berkeley, University of

9

Pavement Design TTP Orientation Seminar

  Energy Storage, Conversion and Utilization Websites

Summary: in contact with the earth's surface built to facilitate movement of people and goods ­Pedestrians ­Personal or concrete layers, open granular layers, on uncompacted subgrade #12;What are Pavements? #12;What

Handy, Susan L.

10

The evaluation of airfield pavements

  Texas A&M University - TxSpace

Summary: Load-Deformation Relationship 63 ACKNOWLEDGMENT The successful completion of this study of the methods for airfield pavement evaluation was made possible by the splendid cooperation of many individuals and organizatiena To all those who in any..., In addition, a critical review has been accom- plished of a relatively new method of evaluation by accelerated traffic testing. This 18& in effect, a full scale test of design criteria for the as-lmilt pavements, and determines their field pexformance...

Poor, Arthur Reginald
1960-01-01

11

Complications: Bleeding and

  Biology and Medicine Websites

Summary: Complications: Bleeding and Blood Clots A patient's guide Thrombosis Service #12;Can a blood thinner make me bleed? Yes. Blood thinners can protect you from getting blood clots but can also cause a change in your health ·You get hurt ·Your blood is too thin How can I tell if bleeding is serious? What

Feschotte, Cedric

12

Asphalt Oxidation Kinetics and Pavement Oxidation Modeling

  Texas A&M University - TxSpace

Summary: Most paved roads in the United States are surfaced with asphalt. These asphalt pavements suffer from fatigue cracking and thermal cracking, aggravated by the oxidation and hardening of asphalt. This negative impact of asphalt oxidation on pavement...

Jin, Xin
2012-07-16

13

European Scanning Tour of PCC Pavements

  Engineering Websites

Summary: , environment) influence pavement type selection #12;8 of 33 Findings: Pavement Design · Design catalogs used in Austria, Belgium, and Germany · Design lives of 30 years typically used; up to 50 years service expected · Truck loadings are heavier than in US, supersingles are used more #12;9 of 33 Findings: Pavement Design


14

Guide Specification for Highway Construction Texturing Concrete Pavement for

  Engineering Websites

Summary: /Pavement Noise using Diamond Grinding Designation: CPSCP GS 1-11 (rev 3/1/2011) National Concrete Pavement for Highway Construction Texturing Concrete Pavement for Reduced Tire/Pavement Noise using Diamond Grinding consist of diamond grinding concrete pavement to provide good riding characteristics and surface texture


15

SOURCE: UNIVERSITY OF CALIFORNIA PAVEMENT RESEARCH CENTER PAVEMENT TECHNOLOGY UPDATE

  Engineering Websites

Summary: of new and rehabilitated pavement sections incorporating long-life concepts will be increasingly important. Recognizing this, the California Department of Transportation (Caltrans) implemented its long-life construction productivity and quality by performing the construction in 55-hour weekend closures or other

California at Berkeley, University of

16

FRP Dowels for Concrete Pavements

  Engineering Websites

Summary: Manitoba in Partial Fulfillment ofthe Requirements for the Degree of Master of Science Department of Civil Polymer (FRP) dowels, could provide a promising solution to extend the service life ofconcrete pavements were tested. The specimens included two dowels of either Glass Fibre Reinforced Polymer (GFRP) dowels


17

Concrete Pavement Surface Characteristics Program

  Engineering Websites

Summary: Concrete Pavement Surface Characteristics Program Site Evaluation Report Site 211-1 (Pre- and Post- Grinding/Grooving, Pre-Traffic) Site 211-2 (Post-Traffic, 1 week) Two-Lift Concrete Paving Demonstration: 6 November 2008 Report Revision: 3.00 CPSCP Site/Visit Number(s): 211-1 (Pre- and Post


18

Bituminous pavement recycling Aravind K. and Animesh Das

  Engineering Websites

Summary: Bituminous pavement recycling Aravind K. and Animesh Das Department of Civil Engineering IIT Kanpur Introduction The bituminous pavement rehabilitation alternatives are mainly overlaying, recycling and reconstruction. In the recycling process the material from deteriorated pavement, known as reclaimed asphalt

Das, Animesh

19

Integrated Materials and Construction Practices (IMCP) for Concrete Pavement

  Engineering Websites

Summary: Integrated Materials and Construction Practices (IMCP) for Concrete Pavement Workshop Participant Handbook Prepared for Prepared by Federal Highway Administration National Concrete Pavement Technology and Construction Practices for Concrete Pavements Workshop Participant Handbook--Front Matter i Technical Report


20

Removable Urban Pavements: An innovative, sustainable technology Journal: International Journal of Pavement Engineering

  Physics Websites

Summary: 1 Removable Urban Pavements: An innovative, sustainable technology Journal: International Journal@uiuc.edu Removable Urban Pavements: An innovative, sustainable technology François de Larrard1, Thierry Sedran2, Jean, sustainable technology By definition, a Removable Urban Pavement (RUP) can be quickly opened and closed, using

Paris-Sud XI, Université de

21

Improving a pavement-watering method on the basis1 of pavement surface temperature measurements2

  Physics Websites

Summary: water resource availability problems require that water consumption be optimized. Although11 pavementImproving a pavement-watering method on the basis1 of pavement surface temperature measurements2 Martin HENDEL1,2,3* , Morgane COLOMBERT2 , Youssef DIAB2,4 , Laurent ROYON3 3 1 Paris City Hall, Water

Paris-Sud XI, Université de

22

Adaptive prediction of pavement performance

  Texas A&M University - TxSpace

Summary: DOT FAMILY PERFORMANCE CURVES FOR INDIVIDUAL PAVEMENT SECTION 24 GENERAL PERFORMANCE CURVE. . . . . P~TER OF INTEREST. DETE~G NEED FOR ADJUSTMENT OF PERFORMANCE CURVES PROPOSED ADJUSTMENT OF FAMILY PERFORMANCE CURVES THEORY ON ADJUSTMENT OF FAMILY... factor that controls the effect of rainfall and freeze-thaw cycles on performance, sigma, a subgrade weighting support factor that controls the effect of subgrade strength on performance, rho, a prolongation factor, in years, that controls "how long...

Zulyaminayn, Mohammed
2002-01-01

23

Recommended Practice for Accepting New Concrete Pavement

  Engineering Websites

Summary: and example specification language intended for use by Owner- Agencies in development of specific contract language when requiring the evaluation of tire/pavement noise for new concrete pavement surfaces standards. Texture standards should be modified as necessary to minimize or eliminate prescriptive language


24

Empirical Comparison of Statistical Pavement Performance Models

  Engineering Websites

Summary: Empirical Comparison of Statistical Pavement Performance Models Chih-Yuan Chu1 and Pablo L. Durango-Cohen2 Abstract: We conduct an empirical comparison of nine representative statistical pavement performance models, which have been estimated using serviceability data from the AASHO Road Test. The purpose


25

Improvements to a Transport Model of Asphalt Binder Oxidation in Pavements: Pavement Temperature Modeling, Oxygen Diffusivity in Asphalt Binders and Mastics, and Pavement Air Void Characterization

  Texas A&M University - TxSpace

Summary: in pavements. In this model, oxygen transport and reaction were described mathematically as two interlinked steps: 1) diffusion and/or flow of oxygen from the atmosphere above the pavement into the interconnected air voids in the pavement; and 2) diffusion...

Han, Rongbin
2012-07-16

26

Markovian & Weibull Approach to Concrete Pavement Monitoring

  Energy Storage, Conversion and Utilization Websites

Summary: Markovian & Weibull Approach to Concrete Pavement Monitoring Bernard Igbafen Izevbekhai, P.E., Ph, it is said to be ergodic. Other wise substitution can be costly. #12;Weibull Distribution For Failure

Minnesota, University of

27

Improving a pavement-watering method on the basis of pavement surface temperature measurements

  CERN Preprints

Summary: Pavement-watering has been studied since the 1990's and is currently considered a promising tool for urban heat island reduction and climate change adaptation. However, possible future water resource availability problems require that water consumption be optimized. Although pavement heat flux can be studied to improve pavement-watering methods (frequency and water consumption), these measurements are costly and require invasive construction work to install appropriate sensors in a dense urban environment. Therefore, we analyzed measurements of pavement surface temperatures in search of alternative information relevant to this goal. It was found that high frequency surface temperature measurements (more than every 5 minutes) made by an infrared camera can provide enough information to optimize the watering frequency. Furthermore, if the water retaining capacity of the studied pavement is known, optimization of total water consumption is possible on the sole basis of surface temperature measurements.

Hendel, Martin; Diab, Youssef; Royon, Laurent
2014-01-01

28

Pilot Project for Fixed Segmentation of the Pavement Network

  University of California eScholarship Repository

Summary: the pavement layers must allow for penetration of the radarPenetration Radar Accuracy for Estimating Pavement Layerlayer-depth information capability down to 36 inches. This depth generally exceeds the penetration

Kohler, Erwin R.; Santero, Nicholas J.; Harvey, John T
2005-01-01

29

Evaluation of Composite Pavement Unbonded Overlays: Phases I and

  CiteSeer

Summary: The mission of the National Concrete Pavement Technology Center is to unite key transportation stakeholders around the central goal of advancing concrete pavement technology through research, tech transfer, and technology implementation. Disclaimer Notice The contents of this report reflect the

James K. Cable; Jennifer L. Morud
2003-01-01

30

Desert pavement morphology and dynamics, Big Bend National Park, Texas

  Texas A&M University - TxSpace

Summary: by the accretionary mantle model. Primarily, a combination of fluvial processes and weathering appears more influential to desert pavements in the semi-arid environment of BBNP. This study presents a new perspective on desert pavement geomorphology in Big Bend...

Harmon, Courtney Michelle
2009-05-15

31

Exploration of Pavement Oxidation Model Applications and Field Validation

  Texas A&M University - TxSpace

Summary: oxidation have been investigated, such as oxidation kinetics, asphalt hardening in response to oxidation, pavement design, and environmental conditions. Based on understandings on those elements, pavement oxidation models have been developed to predict...

Cui, Yuanchen
2014-08-11

32

Regular Inspection and Maintenance Guidance for Porous Pavements

  Environmental Sciences and Ecology Websites

Summary: year, more frequently for high use sites or sites with higher potential for run- on Vacuum sweeper shall be used regularly to remove sediment and organic debris on the pavement surface. The sweeper may porous pavement to remove sediment and organic debris on the pavement surface via vacuum street sweeper


33

PAVEMENT OVERLAY THICKNESS EVALUATION USING GROUND PENTRATING RADAR (GPR)

  Computer Technologies and Information Sciences Websites

Summary: PAVEMENT OVERLAY THICKNESS EVALUATION USING GROUND PENTRATING RADAR (GPR) Dwayne Harris, M.Sc., PG deflectometer (FWD), and ground penetrating radar (GPR). Core drilling provides very accurate pin point pavement and affected by the limitations and assumptions the method used to estimate thickness. GPR provides pavement

Shan, Jie

34

Wisconsin DOT 1. Briefly summarize your current pavement smoothness requirements.

  Engineering Websites

Summary: closed to traffic. Most HMA pavements are profiled using high speed profilers (with the same measuring I is pavements that have more than one opportunity to achieve smoothness. Most HMA pavements fall for PCC). 2. Do the requirements apply to both PCC and HMA? Yes. 3. Are you considering changes


35

FIFTEEN-YEAR PAVEMENT CONDITION HISTORY Of

  CiteSeer

Summary: The City of Phoenix began its placement of asphalt-rubber in 1967 and since that time has applied over 600 lane miles (970km). Based on this experiencewith asphaltrubber it is felt that this material provides an economically competitive alternative to conventional asphalt pavement with superior

Russell Howard Schnormeier

36

of Concrete Pavements Joint PerformanCe

  Engineering Websites

Summary: . Supplementary Notes 16. Abstract The purpose of this guide is to help practitioners understand how to optimize deterioration. It summarizes current knowledge from research and practice to help practitioners access practitioners under- stand how to optimize concrete pavement joint perfor- mance through the identification


37

PRESERVING THE LONG LIFE CONCRETE PAVEMENT NETWORK OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION

  Engineering Websites

Summary: constraints Growing backlogs of concrete pavement rehabilitation needs throughout the state. Development and Patching Faulting Roughness and Rutting Concrete pavement rehabilitation methods Grinding Dowel Bar Retrofit (DBR) Reconstruction Pavement rehabilitation trigger values Reconstruction: 1. >15% panels having


38

Anisotropic Characterization and Performance Prediction of Chemically and Hydraulically Bounded Pavement Foundations

  Texas A&M University - TxSpace

Summary: The aggregate base layer is a vital part of the flexible pavement system. Unlike rigid pavements, the base layer provides a substantial contribution to the load bearing capacity in flexible pavements, and this contribution is complex: stress...

Salehi Ashtiani, Reza
2010-10-12

39

Guide to Cement-Based Integrated Pavement Solutions

  Engineering Websites

Summary: Conventional Overlays CRCP VIBRATORY COMPACTION Pervious Concrete Full-Depth Reclamation Cement- Treat- ed Base concrete, precast pavements, roller-compacted concrete, cement-treated base, full-depth reclamation, overlays, pervious pavement, roller-compacted concrete, full-depth reclamation, cement-treated base, cement


40

Cosmogenic 3 He surface-exposure dating of stone pavements

  Engineering Websites

Summary: of closely packed angular to sub- rounded gravels that armor low-relief sur- faces (Fig. 1), stone pavements Mexico 87545 Chad T. Olinger ABSTRACT The formation of stone pavements, a ubiquitous gravel armor and water or alternating shrinking and swelling of soil horizons, implying that gravel is concentrated

Ahmad, Sajjad

41

Structural design of pavements with stabilized layers Animesh Das

  Engineering Websites

Summary: and composite pavements will be mentioned. The governing equations and the boundary conditions will be discussed briefly. In the next part, various design philosophies for the design of pavements with stabilized/ cemented layer(s) will be covered. The philosophy of empirical approaches (for example, equivalent

Das, Animesh

42

Full scale tests on grid reinforced flexible pavements on the French fatigue carrousel

  Computer Technologies and Information Sciences Websites

Summary: ), for a total of 1 million load cycles. The pavement fatigue carrousel of IFSTTAR is a large scale circularFull scale tests on grid reinforced flexible pavements on the French fatigue carrousel Pierre on the large pavement fatigue carrousel of IFSTTAR, to test simultaneously 3 pavement sections with different

Boyer, Edmond

43

Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development

  University of Kansas - KU ScholarWorks

Summary: Recycled Asphalt Pavement (RAP) is a removed and reprocessed pavement material from deteriorated asphalt pavements containing asphalt binder and aggregates. The use of RAP can reduce the cost of construction materials, reduce the amount of waste...

Thakur, Jitendra Kumar
2013-08-31

44

Incorporating uncertainty in the Life Cycle Cost Analysis of pavements

  MIT - DSpace

Summary: Life Cycle Cost Analysis (LCCA) is an important tool to evaluate the economic performance of alternative investments for a given project. It considers the total cost to construct, maintain, and operate a pavement over its ...

Swei, Omar Abdullah
2012-01-01

45

Regular Inspection and Maintenance Guidance for Porous Pavements

  Environmental Management and Restoration Websites

Summary: year, more frequently for high use sites or sites with higher potential for run- on Vacuum sweeper shall be used regularly to remove sediment and organic debris on the pavement surface. The sweeper may


46

Life cycle assessment of concrete pavements : impacts and opportunities

  MIT - DSpace

Summary: The concrete pavement network in the United States plays a crucial role in the economy by enabling the transport of people and goods, but it also leads to resource consumption and environmental impacts. This thesis is ...

Loijos, Alex (Alexander Nikos)
2011-01-01

47

OVERLAYSSustainable Solutions for Resurfacing and Rehabilitating Existing Pavements THIRD EDITION

  Engineering Websites

Summary: Guide to CONCRETE OVERLAYSSustainable Solutions for Resurfacing and Rehabilitating Existing. Title and Subtitle 5. Report Date Guide to Concrete Overlays: Sustainable Solutions for Resurfacing 10. Work Unit No. (TRAIS) National Concrete Pavement Technology Center Institute for Transportation


48

Pervious Pavement A Strategic Plan For NYC DOT

  Biology and Medicine Websites

Summary: Green Roof Pervious Pavement Images courtesy of: NYC DEP, the Calhoun School to address CSOs § Grey & Green Infrastructure § Goal is to reduce runoff from 10 - A Strategic Plan for NYC DOT 4 Grey Green Newtown Creek Digester Eggs Bioswale

Qian, Ning

49

Rehabilitation of continuously reinforced concrete pavements using overlays

  Texas A&M University - TxSpace

Summary: REHABILITATION OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS USING OVERLAYS A Thesis by SOUMYA SRIRAMAN Submitted to the Graduate College of Texas ARM University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE... August 1993 Major Subject: Civil Engineering REHABILITATION OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS USING OVERLAYS A Thesis by SOUMYA SRIRAMAN Submitted to Texas A&M University in partial fulfillment of the requirements for the degree...

Sriraman, Soumya
1993-01-01

50

Pavement rehabilitation and funds allocation for a transportation network

  Texas A&M University - TxSpace

Summary: PAVEMENT REHABILITATION AND FUNDS ALLOCATION FOR A TRANSPORTATION NETWORK A Thesis by ALVARO STEIN Submitted to the Graduate College of Texas ASM University in Partial fulfillment of the requirements for the degree of MASTER OF SCIENCE... December 1985 Major Subject: Industrial Engineering PAVEMENT REHABILITATION AND FUNDS ALLOCATION FOR A TRANSPORTATION NETWORK A Thesis by ALVARO STEIN Approved as to style and content by: Donald R. Smith (Co-Chai rman of Committee) Robe L. tton...

Stein, Alvaro
1985-01-01

51

Performance of Drained and Undrained Flexible Pavement Structures Under Wet Conditions Test Data From Accelerated Pavement Test Section 543-Drained

  University of California eScholarship Repository

Summary: Concrete and Asphalt-Rubber Hot Mix Overlays at Moderate Temperatures – Accelerated Pavement Testingafter HVS testing. Moduli of the asphalt concrete layersduring testing was 18.3ºC. Average daily asphalt concrete


2004-01-01

52

Caltrans Partnered Pavement Research Program (PPRC) Summary Report: Four Year Period: 2000–2004

  University of California eScholarship Repository

Summary: conducted. HVS testing for concrete pavements has includedand Testing of Fast-Setting Hydraulic Cement Concrete inConcrete and Asphalt-Rubber Hot Mix Overlays at Moderate Temperatures--Accelerated Pavement Testing

Harvey, John T; Monismith, Carl L.; Nokes, William; Coetzee, N. F
2006-01-01

53

Incorporating Risk and Uncertainty into Pavement Network Maintenance and Rehabilitation Budget Allocation Decisions

  Texas A&M University - TxSpace

Summary: management systems must be upgraded to incorporate risk management, permitting pavement management systems to serve as a more realistic decision support tool for planning and budget allocation in pavement maintenance and rehabilitation. This dissertation...

Menendez Acurio, Jose Rafael
2014-07-30

54

Development of a Pavement Quality Index for the State of Ohio

  University of California eScholarship Repository

Summary: the only performance indicator is that pavement managementmanagement section is currently upgrading our performancemanagement system (PMS) to help set priorities. The PMS includes a method for evaluating pavement performance

Reza, F; Boriboonsomsin, K; Bazlamit, S
2006-01-01

55

Development of a Prediction Model for Skid Resistance of Asphalt Pavements

  Texas A&M University - TxSpace

Summary: The skid resistance of asphalt pavement is a major characteristic that determines the driving safety on a road, especially under wet surface conditions. Skid resistance is primarily a function of the microtexture and macrotexture of a pavement...

Rezaei, Arash
2012-02-14

56

Analysis of aggregate imaging system (AIMS) measurements and their relationship to asphalt pavement skid resistance

  Texas A&M University - TxSpace

Summary: characteristics and asphalt pavement skid resistance. Many states have implemented wet weather accident reduction programs aimed at maintaining acceptable levels of pavement skid resistance. Proper aggregate selection before construction aids in maintaining...

Luce, Anthony David
2009-05-15

57

Determination of the Presence Conditions of Pavement Markings using Image Processing

  Texas A&M University - TxSpace

Summary: Pavement markings, as a form of traffic control devices, play a crucial role in safely guiding drivers. Restriping pavement markings is an important task in the maintenance of traffic control devices. Every year state agencies spend a lot of money...

Ge, Hancheng
2012-10-19

58

Development of methodology for detection of defect locations in pavement profile

  Texas A&M University - TxSpace

Summary: user perceives smoothness of a pavement based on the ride quality, which is severely affected by presence of defects on pavement surface. Defects identified after construction are corrected as per smoothness specifications prescribed by respective...

Rawool, Shubham Shivaji
2005-08-29

59

Geosynthetics in pavements: North American contributions Zornberg, J.G. & Gupta, R.

  Environmental Management and Restoration Websites

Summary: , pavement, design ABSTRACT: Geosynthetics have been used to reinforce the base layer of flexible pavement of an earth structure under tensile stresses helps inhibit- ing extension strains within the soil, thereby reinforcement in the base-course layer of flex- ible pavements (paved roads). 2 BACKGROUND To highlight

Zornberg, Jorge G.

60

7. Low temperature cracking in HMA Pavement Cracking Al-Qadi, Scarpas & Loizos (eds)

  Engineering Websites

Summary: in asphalt concrete pavements in cold regions. An integrated laboratory testing, field performance data The low temperature cracking of asphalt concrete pavements is a major pavement distress mech- anism) and fracture in quasi- brittle materials such as asphalt concrete. The present study illustrates

Paulino, Glaucio H.

61

Long-term stormwater quantity and quality performance of permeable pavement systems. Water Res

  CiteSeer

Summary: This study examined the long-term effectiveness of permeable pavement as an alternative to traditional impervious asphalt pavement in a parking area. Four commercially available permeable pavement systems were evaluated after 6 years of daily parking usage for structural durability, ability to

Benjamin O. Brattebo; Derek B. Booth
2003-01-01

62

Concrete Pavement I-285 under 5th runway at Hartsfield Jackson

  Engineering Websites

Summary: Concrete Pavement Sweet as a James Page I-285 under 5th runway at Hartsfield Jackson International Concrete Paving project I-285 East Perimeter Fiscal 2012 GDOT placed 205,704 square yards of RCC Pavement Portland Cement Concrete Pavement State Route 96 Crawford / Peach Counties I-75 Tift County CRC Lane


63

Effect of pavement temperature on the macrotexture of a semidense asphalt surface

  Computer Technologies and Information Sciences Websites

Summary: section and asphalt surface The test section selected for this study is an urban track locatedEffect of pavement temperature on the macrotexture of a semidense asphalt surface J. Luong, M the pavement temperature could change the texture surface of the pavement. The aim of this work is to analyze

Boyer, Edmond

64

OKLAHOMA DEPARTMENT OF TRANSPORTATION PAVEMENT AND BRIDGE DECK SMOOTHNESS REQUIREMENTS

  Engineering Websites

Summary: the new changes soon. Smoothness measurement equipment to be used for control and for acceptance testing's expense. Corrective measures used to ensure the specified surface tolerance are to be approved information. Commonly for large projects with quality control and quality assurance pertaining to pavement


65

Concrete Pavement Research Project Title Project Description First Last Email

  Engineering Websites

Summary: projects in the State of Idaho constructed over the last 20 years to include all the information available and Portland Cement Concrete pavements using the available data used in projects for Idaho and other states with similar problems. Mike Santi mike.santi@itd.i daho.gov 8/23/2007 7/31/2008 Idaho Department


66

Surface Loading of a Multilayered Viscoelastic Pavement: Semianalytical Solution

  Engineering Websites

Summary: been developed, e.g., BISAR De Jong et al. 1979 , KENLAYER Huang 1993 , JULEA Uzen 1994 , with JULEA of the previous works Chou and Larew 1969; Huang 1967, 1973; Hopman 1996 ap- plied the integral transform methods Laplace transform Huang 1967, 1973, 1993 . The viscoelastic pavement response could also be solved

Pan, Ernie

67

Impact of Curing Methods on Curling of Concrete Pavements

  Engineering Websites

Summary: Impact of Curing Methods on Curling of Concrete Pavements Amir Hajibabaee Travis Ebisch Tyler Ley is it important? · Why is curing important? · What is the goal of this project? #12;What is Curling? #12;What is curing important? Proper curing will: · Reduce permeability · Improve strength · Improve water


68

Graded Viscoelastic Approach for Modeling Asphalt Concrete Pavements

  Mathematics Websites

Summary: . Buttlar", Glaucio H. Paulino'' and Harry H. Hilton '^Department of Civil and Environmental Engineering considering aging and temperature gradients. The aging gradient data from laboratory test results reported;typical asphalt concrete pavement located in Central Illinois after two years in service. Figure 2 shows

Paulino, Glaucio H.

69

Porous Pavement in Cold Climates Part: Performance and Cost

  Environmental Management and Restoration Websites

Summary: Porous Pavement in Cold Climates Part: Performance and Cost Onondaga Environmental Institute 17 4. Cold Climate Functionality 5. Normal Maintenance 6. Winter Maintenance 2 #12;State is excellent Cold climate performance is strong Winter maintenance has tremendous potential for salt reduction


70

COMPOSITE PORTLAND CEMENT CONCRETE PAVEMENTS (Tollway) Effective: January 30, 2012

  Engineering Websites

Summary: granulated blast furnace slag, fly ash, and other supplementary cementitious materials (SCM) as constituent material to produce a ternary mix. Slag, fly ash, and any other SCM's combined as constituent materialsCOMPOSITE PORTLAND CEMENT CONCRETE PAVEMENTS (Tollway) Effective: January 30, 2012 Revised: May 8


71

New Developments in the Debate on Pavement-Vehicle

  Engineering Websites

Summary: 1% Sources of US Greenhouse Gas (GHG) Emissions (2012) Sources of US Fossil Fuel GHG Emissions (2012/3 of US greenhouse gas emissions Sources: EIA, EPA 1% reduction in transportation = 17 million metric tons for Estimating the Effect of Pavement Roughness on Fuel Consumption for U.S. Conditions. Transportation Research

de Weck, Olivier L.

72

TRUCK PERFORMANCE CURVES REFLECTIVE OF TRUCK AND PAVEMENT CHARACTERISTICS

  Energy Storage, Conversion and Utilization Websites

Summary: the TRUCKSIM software for the modeling of truck acceleration behavior along grade sections. The TRUCKSIM, pavement surface conditions, and the truck characteristics on the tuck acceleration behavior. Forth, the execution of the curves is time consuming and could be refined by automating the process. 1 Associate

Rakha, Hesham A.

73

GFRP DOWEL BARs FOR CONCRETE PAVEMENT Susan L. Grieef

  Engineering Websites

Summary: ;ABSTRACT Traditionally, plain steel or epoxy-coated steel has be~n used for dowel bars in concrete pavements. However, problems arising from corrosion ofthe steel have prompted recent investigations. A total ofeight push-offspecimens were tested with either steel or Isorod dowels that were either


74

Permeable Interlocking Concrete Pavement (PICP) for Stormwater Management

  Environmental Management and Restoration Websites

Summary: Recharge Capacity When Frozen · No Standing Water or Black Ice Development During Winter Weather Conditions · Potential for Extended Pavement Life Due to Well Drained Base and Reduced Freeze-Thaw · No curing time Permeability 0.01 - 3.0 In./Hr · Recommended Drainage Time 24-72 Hrs · Use Underdrains to Remove Water


75

Road Materials and Pavements Design. Volume X No X/2009, pages 1 to 16 Pavement Design for Curved Road Sections

  Physics Websites

Summary: pavement section, longitudinal top-down cracking is observed, and this damage process may also be taken Road Sections Fatigue performance of interfaces and longitudinal top- down cracking in multilayered, Top-down cracking, Lifetime. hal-00521907,version1-28Sep2010 Author manuscript, published in "Road

Paris-Sud XI, Université de

76

An investigation into the predictive performance of pavement marking retroreflectivity measured under various conditions of continuous wetting

  Texas A&M University - TxSpace

Summary: This thesis research investigated the predictive performance of pavement marking retroreflectivity measured under various conditions of continuous wetting. The researcher compared nighttime detection distance of pavement markings in simulated rain...

Pike, Adam Matthew
2007-04-25

77

Using the Multi-Depth Deflectometer to study pavement response

  Texas A&M University - TxSpace

Summary: factors at the interfaces for use in determining the vertical stresses at those points. The 1962 International Conference on Structural Design of Asphalt Pavements produced many papers concerned with elastic layered theory. Most of these were concerned... with design trends indicated by theoretical charts produced from the previously described three- layered analysis. These papers based their theory on Burmister (13). The improvements were in terms of numerical procedures, which were developed using complex...


1989-01-01

78

Rutting and drainage design methodology for a concrete block pavement

  Texas A&M University - TxSpace

Summary: of MASTER OF SCIENCE Approved as to style and content by: obert . ytton (Chair Committee) Dan G. Zollinger (Member) Christo her C. Mathewson (Member) J iedzwec ' (Head of Department) August 1998 Major Subject: Civil Engineering ABSTRACT Rutting... CONCLUSIONS AND FUTURE RESEARCH. . . . . . Page 63 Conclusions. . . . . , . . . . . Future Research. . 63 65 REFERENCES. APPENDIX A. APPENDIX B. 70 79 APPENDIX C viu LIST OF FIGURES FIGURE Page 1 Cross section of a concrete block pavement...

Poduska, Daryl Jason
1998-01-01

79

California DOT 1. Briefly summarize your current pavement smoothness requirements.

  Engineering Websites

Summary: the grade ordered. 2. Remove and replace HMA if the finished surface is lower than 0.05 foot below the grade ordered. 39-1.12B Straightedge The top layer of HMA pavement must not vary from the lower edge of a12-foot long straightedge: 1. More than 0.01 foot when the straight edge is laid parallel with the centerline 2


80

BLEEDING CANKER OF HORSE CHESTNUT QUESTIONS & ANSWERS

  Renewable Energy Websites

Summary: ", liquid. There are many different pathogens, or disease-causing organisms, that can cause bleeding cankers not deteriorate further. In some trees the disease progression can be very slow, or even cease, with trees showing killed by the disease. 8. What's the future for horse chestnut trees in Britain? Does this mean


81

1 INTRODUCTION Flexural fatigue is one of the main failure modes in asphalt mixtures and flexible pavement

  Physics Websites

Summary: 1 INTRODUCTION Flexural fatigue is one of the main failure modes in asphalt mixtures and flexible pavement structures. This means good prediction of a pavement's fatigue life will help to develop and im- prove pavement design procedures. Fatigue resistance and stiffness are two required parameters

Paris-Sud XI, Université de

82

DETERIORATION FORECASTING IN FLEXIBLE PAVEMENTS DUE TO FLOODS AND SNOW STORMS

  Computer Technologies and Information Sciences Websites

Summary: DETERIORATION FORECASTING IN FLEXIBLE PAVEMENTS DUE TO FLOODS AND SNOW STORMS Salar Shahini events such as Snow Storms and Floods on road infrastructures. First, this impact was quantified using been undertaken to model the effect of snow storms and floods on pavement serviceablilites based

Boyer, Edmond

83

Evaluation of the Structure-induced Rolling Resistance (SRR) for pavements including

  Physics Websites

Summary: Evaluation of the Structure-induced Rolling Resistance (SRR) for pavements including viscoelastic.chupin@ifsttar.fr Abstract: This article addresses the question of whether the viscoelastic behavior of asphalt pavements Resistance (SRR) for a vehicle by using the mechanical response of a layered viscoelastic medium excited

Paris-Sud XI, Université de

84

Viscoelastic functionally graded finite element method with recursive time integration and applications to flexible pavements

  Mathematics Websites

Summary: of which 75.6% have an asphalt concrete surface [1]. Asphalt concrete pavements are inherently graded. It is a common practice to design and construct asphalt concrete pavement layers in a number of different courses. Aging and temperature-induced property gradi- ents are common sources of non-homogeneity for asphalt

Paulino, Glaucio H.

85

Evolution of desert pavements and the vesicular layer in soils of the Transantarctic Mountains

  Engineering Websites

Summary: in Antarctica are poorly understood. This study examines the desert pavements and the vesicular layer from seven of pavements in high-latitude deserts of Antarctica (Lindsay, 1973; Bockheim, 1982; Campbell and Claridge, 1987 of Antarctica, which total 49,000 km2 . Five hypotheses have been advanced regarding the formation of desert

Ahmad, Sajjad

86

Although most Minnesota airports do not have much concrete pavement, the con-

  Energy Storage, Conversion and Utilization Websites

Summary: concrete pavement will save you time, money, and headaches in the future. Identifying the problem Prior the amount of water that enters the struc- ture, thereby increasing pavement life. Concrete joint and crack and cleaned out by flushing with water. Then, before sealing, the joint or crack is cleaned by sand blasting

Minnesota, University of

87

Design principles for design of bituminous pavement with stabilized/ cemented layer

  Engineering Websites

Summary: to the pavement structure (R-90 2009). Further, such bound material can additionally contribute to the fatigue 1978, Theyse et al. 1996). As per M-E approach, fatigue and rutting, induced by traffic repetitions parameters for fatigue and rutting failures respectively. The same M-E pavement design principles can be used

Das, Animesh

88

Thermal Cracking Prediction Model and Software for Asphalt Pavements Eshan V. Dave1

  Mathematics Websites

Summary: mechanisms in regions with cooler climates. At present, the AASHTO Mechanistic-Empirical Pavement Design.e. linear elastic fracture mechanics) based crack propagation procedure. The user-friendly graphical is often formed in periodic manner and is a prevalent form of pavement distress and damage mechanism

Paulino, Glaucio H.

89

Evaluation of infiltration in layered pavements using surface GPR reflection techniques

  Geosciences Websites

Summary: The bearing capacity of sub-asphalt soils, which is a critical parameter for assessing pavement conditions and guiding pavement maintenance, is greatly influenced by soil water content. In this study, ground-coupled ground penetrating radar (GPR) techniques were used to non-destructively monitor the volumetric water

Hubbard, Susan

90

Toward an Improved Model of Asphalt Binder Oxidation in Pavements

  Texas A&M University - TxSpace

Summary: Series : 1st to 4th layer Circle Series : 5th to 9th layer Triangle Series : 1st to 4th layer Reverse Triangle Series : 5th to 9th layer 2nd layer 3 rd layer 4th layer G' (MPa ) (15 o C, 0 . 005 ra d/s) ?'/G' (s) (15 o C... ............................................................... 4 Figure I-2. Correlation of Aged-Binder Ductility with the DSR Function (G'/ ?(?'/G')) for Unmodified Binders ........................... 6 Figure I-3. Binder Aging Path on a G' versus ?'/G' Map (Pavement-aged Binders...

Prapaitrakul, Nikornpon
2011-02-22

91

Finite Element Investigation of the Deterioration of Doweled Rigid Pavements

  CERN Preprints

Summary: The purpose of this study is to describe the failure of concrete around dowel bars in jointed rigid pavements, and the resulting effect on the pavement performance. In fact, under repetitive vehicle loading, concrete in contact with the dowel bar deteriorates, particularly at the joint face. The degradation of concrete around the dowel negatively affects the latter's performance in terms of transferring wheel loads through vertical shear action. In this context, a nonlinear 3D Finite Element analysis was performed using the commercial FE code Abaqus (v-6.11). The FE model was validated with classical analytical solutions of shear and moment along the dowel. A concrete damaged plasticity model was used for the PCC slab to model the degradation of concrete matrix around the dowels under incremental loading. Results obtained show, among other things, that the degradation of concrete matrix around the dowel was found to initiate at the face of the joint and propagate towards the interior of the dowel. Also, resul...

Ghauch, Ziad G
2011-01-01

92

Unintended Impacts of Increased Truck Loads on Pavement Supply-Chain Emissions

  Engineering Websites

Summary: Unintended Impacts of Increased Truck Loads on Pavement Supply-Chain Emissions Nakul Sathaye, Arpad emissions, raising the question of whether increased vehicle weights may cause unintended environmental consequences. This paper presents scenarios with estimated emissions resulting from load consolidation

California at Berkeley, University of

93

A decision process framework: selecting strategies for rehabilitation of rigid pavements subjected to high traffic volumes

  Texas A&M University - TxSpace

Summary: Concrete pavements, underdesigned for today's levels of traffic, are deteriorating rapidly. Maintenance, rehabilitation, and reconstruction activities (MRR) have become more widespread and costly. State highway agencies are often being asked to do...

Valls, Marc Edouard Josep
2000-01-01

94

PCC Pavement Sustainability in New York Economy, Environment, and Society: 2 Out of 3 is Easy

  Engineering Websites

Summary: argued that this convenience increases our "carbon footprint" and contributes to global warming. 3. PCC source of carbon dioxide and mercury. 4. NYSDOT will overlay PCC pavements (with either HMA or PCC) after


95

Reasons for choosing CP2 pavement design: Requires less frequent maintenance, repair and rehabilitation.

  Engineering Websites

Summary: gdunheimer@pa.gov 610-205-6680 Long-Life Concrete Pavement applied to I-95 Corridor in Philadelphia, PA A - Section and projects within B-E yet TBD Sector A Center Philadelphia 5 Design Sections ­ 16 Construction


96

An Asset Management Framework Based on Field Performance of Pavement Markings

  Texas A&M University - TxSpace

Summary: and information tools of asset management practice in the field of pavement markings. Problems of limited variable data, censored data and uncertainty in field evaluation and retroreflectivity based prediction were addressed by adopting statistical techniques...

Madiri, Sam
2011-08-08

97

A procedure for automatically linking a geographical database and a pavement attribute database

  Texas A&M University - TxSpace

Summary: Many municipalities have operational Pavement Management Systems (PMS) in one form or another. These municipalities desire the ability to access, manipulate, analyze, display, and report graphical information about their roadway networks. While most...

Lehmann, Erwin August
1996-01-01

98

Pavement Boundary Detection Via Circular Shape Models Bing Ma \\Lambda Sridhar Lakshmanan Alfred O. Hero

  Engineering Websites

Summary: boundaries is an impor­ tant enabling technology in a number of intelligent vehicle applications. Many state detection of pavement boundaries is an impor­ tant enabling technology in a number of intelligent vehicle

Hero, Alfred O.

99

Using finite element structural analysis to study retroreflective raised pavement markers

  Texas A&M University - TxSpace

Summary: This thesis investigates the stress inside Retroreflective Raised Pavement Markers (RRPMs) under tire-marker impact and laboratory testing scenarios. Many RRPMs have poor durability although they meet certain standards of the existing laboratory...

Tong, Jiaxin
2009-06-02

100

A Methodology for Developing Performance-Related Specifications for Pavement Preservation Treatments

  Texas A&M University - TxSpace

Summary: for developing and testing this model was obtained from the Long-Term Pavement Performance (LTPP) database. Artificial neural networks (ANNs) and Bayesian regression techniques were employed for developing the first and second components of this model...

Liu, Litao
2013-09-23

101

Development and implementation of an enhanced procedure for estimating pavement rehabilitation and maintenance expenditures

  Texas A&M University - TxSpace

Summary: in this thesis is the improvement of the efficiency and accuracy of the process of estimating rehabilitation/maintenance costs and measuring the impact of changing legal axle load limits on those costs. The current methodology uses performance and survivor... and pavement condition, application of survivor curves for flexible pavements snd for different performance levels, and the rehabilita- tion(maintenance planning capability. The enhancements included in the new methodology include the demarcation...

Garcia-Diaz, Juan Carlos
1987-01-01

102

Clinical Features: Bernard-Soulier Syndrome (BSS) is a severe bleeding disorder characterized by a prolonged bleeding time,

  Multidisciplinary Databases and Resources Websites

Summary: by a prolonged bleeding time, thrombocytopenia, and extremely large platelets. Patients have a decreased number of giant platelets, and their blood is unable to clot following a cut because of abnormal platelet function and the platelets do not adhere to each other, leading to increased bleeding time. Median age of first symptom

Gilad, Yoav

103

International Conference on Concrete Pavements Colorado Springs, Colorado, USA August 14-18, 2005 Vandenbossche and Snyder

  Engineering Websites

Summary: and Profiles Generated Using the Finite Element Method Dr. Julie M. Vandenbossche1 , Member ISCP and Dr. Mark B as the more user-friendly graphical interfaces starting to be employed in pavement finite element analysis programs, has resulted in a more frequent use of the finite element method (FEM) for pavements analysis

Vandenbossche, Julie M.

104

Mechanical analysis of a mixed mode debonding test for "composite" pavements A. Chabot*, M. Hun, F. Hammoum

  Physics Websites

Summary: determined at the specimen edge lie within the range of values found in the literature for cement concrete material as well as a cement concrete layer. During the pavement service life however, due of "composite" pavements made both with bituminous and cement concrete layers, vertical discontinuities

Paris-Sud XI, Université de

105

Noise Reduction of a Turbofan Bleed Valve Vincent Phong1

  Engineering Websites

Summary: the valve exit. The excess sound was traced to vortex shedding by support struts. Streamlining of the struts = velocity = porosity = polar angle = azimuth angle Acronyms IPBV = intermediate pressure bleed valve

Papamoschou, Dimitri

106

Real-time Synthesis of Bleeding for Virtual Hysteroscopy

  Computer Technologies and Information Sciences Websites

Summary: , endometrial ablation, resection of adherences or uterine septa, cateterism of the fallopian tube or removal bleeding, endometrial thickening, suspected tumors and problems of infertility or sterility. If neces- sary

McKenzie, Rick

107

Response of desert pavement to seismic shaking, Hector Mine earthquake, California, 1999

  Engineering Websites

Summary: Response of desert pavement to seismic shaking, Hector Mine earthquake, California, 1999 P. K. Haff 2005. [1] The October 1999 Mw 7.1 Hector Mine earthquake in the Mojave Desert, California, generated, displaced cobbles are unreliable indicators of past earthquake activity because of potential multiple

Ahmad, Sajjad

108

PAPER PREPARATION GUIDELINES FOR THE 2014 INTERNATIONAL SYPOSIUM ON PAVEMENT LIFE-CYCLE ASSESSMENT

  Energy Storage, Conversion and Utilization Websites

Summary: PAPER PREPARATION GUIDELINES FOR THE 2014 INTERNATIONAL SYPOSIUM ON PAVEMENT LIFE-CYCLE ASSESSMENT to this email address. GENERAL GUIDELINES The preparation of papers should generally follow the guidelines (http://onlinepubs.trb.org/onlinepubs/AM/InfoForAuthors.pdf). These guidelines have been adapted

California at Davis, University of

109

COARSE AGGREGATE FOR COMPOSITE PORTLAND CEMENT CONCRETE PAVEMENT Effective: January 30, 2012

  Engineering Websites

Summary: Specifications: "(g) Recycled Coarse Aggregate (RCA). If recycled coarse aggregate is specified for use in a concrete mix design, the recycled coarse aggregate will be generated from a Tollway approved source of existing concrete or asphalt pavement. The recycled coarse aggregate may be processed from a non


110

AN IMPROVED DYNAMIC MODEL FOR THE STUDY OF A FLEXIBLE PAVEMENT

  Mathematics Websites

Summary: to study a Falling Weight Deectometer test conducted on a exible pavement. These dynamic models take the values input are not necessarily representative of actual eld conditions. As a result, non-destructive tests (NDT) have become increasingly popular, for allowing pave- ment overlay designs to be based

Avignon et des Pays de Vaucluse, Université de

111

Principles of bituminous pavement design and the recent trends Animesh Das1

  Engineering Websites

Summary: and the thickness. Fatigue, rutting and low temperature cracking are generally considered as the important modes of failure of a bituminous pavement structure. Attempts are also being made to include thermal fatigue and top down cracking into the design process (NCHRP 2005, RRD-307 2006). The developed critical initial

Das, Animesh

112

Decomposition of tree leaf litter on pavement: implications for urban water quality

  Environmental Sciences and Ecology Websites

Summary: Decomposition of tree leaf litter on pavement: implications for urban water quality Sarah E. Hobbie & Lawrence A. Baker & Christopher Buyarski & Daniel Nidzgorski & Jacques C. Finlay # Springer Science+Business for stormwater management. However, few studies have examined leaf litter decom- position in the unique urban

Weiblen, George D

113

EVALUATION OF THE PAVEMENT STRUCTURAL CONDITION AT NETWORK LEVEL USING FALLING WEIGHT

  Engineering Websites

Summary: is to use the Falling Weight Deflectometer (FWD) data. The FWD is one of the widely used Non-Destructive examines several different structural estimators that can be calculated using the FWD data). The FWD measures deflections by applying known impulse loads on the pavement to be examined

Manuel, Lance

114

4. Title and Subtitle LIFE CYCLE COST ANALYSIS OF PORTLAND CEMENT CONCRETE PAVEMENTS

  CiteSeer

Summary: Project conducted in cooperation with the Federal Highway Administration. This report describes the development of a new life cycle cost analysis methodology for portland cement concrete pavements — one that considers all aspects of pavement design, construction, maintenance, and user impacts throughout the analysis period. It predicts pavement performance using state-of-the-art performance models and reliability concepts, from which it determines maintenance and rehabilitation needs. Any construction performed on a roadway has associated construction and user costs. Also associated with all highway pavement construction are external costs, upon which it is difficult if not impossible to place a value. This methodology models the effects of construction on all these aspects and, where the effects cannot yet be quantified, allows new models to be added. Reliability concepts are used with individual models when possible, and the overall variability of the total life cycle cost is estimated. Using reliability concepts and the variability in all aspects of construction and cost models, the design engineer can define a level of confidence for predicting total life cycle costs, user costs, accidents, and other output parameters considered in the methodology. The modular nature of the methodology allows it to be updated with new or better performing models for

William James Wilde; Steve Waalkes; Rob Harrison
1999-01-01

115

Good Cycling Code Do not cycle on the pavement unless it is

  Geosciences Websites

Summary: Good Cycling Code Do not cycle on the pavement unless it is specifically designated as a shared: security matters Cycling: sharing your route Cycling: with children Cycling: clothes & accessories For more on the preparation of these leaflets and Garlands Cycles, Bristol. Designed and produced by Visual Technology

Bristol, University of

116

Advancement of Erosion Testing, Modeling, and Design of Concrete Pavement Subbase Layers

  Texas A&M University - TxSpace

Summary: EER Equivalent erosion ratios ESAL Equivalent single axle load FDR Full depth repair FWD Falling weight deflectometer GPR Ground penetration radar HWTD Hamburg wheel-tracking device JC Jointed concrete JPCP Jointed plain concrete pavement... ........................................................................... 36 Visual Survey ................................................................................... 36 FWD Testing .................................................................................... 37 GPR Testing...

Jung, Youn Su
2010-10-12

117

Review of glass fiber grid use for pavement reinforcement and APT experiments at IFSTTAR

  CiteSeer

Summary: ABSTRACT. Reinforcement using an interlayer system has been demonstrated for more than four decades as a multi-purpose solution to improve performance, to extend service life and thus to reduce maintenance costs of road pavements. Among a large number of existing interlayer systems, glass fiber

Mai Lan; Nguyen Juliette; Blanc Jean; Pierre Kerzrého

118

Simplified Solution for Periodic Thermal Discontinuities in Asphalt Overlays Bonded to Rigid Pavements

  Engineering Websites

Summary: ; Cracking. Introduction A concrete pavement which has been rehabilitated with an asphalt overlay can or more asphalt concrete layers con- structed upon either: granular aggregate layers; compacted soilSimplified Solution for Periodic Thermal Discontinuities in Asphalt Overlays Bonded to Rigid

Paulino, Glaucio H.

119

ROUGH THIN PAVEMENT THICKNESS ESTIMATION BY GPR N. Pinel, L. Liu, C. Bourlier, Y. Wang

  Physics Websites

Summary: ROUGH THIN PAVEMENT THICKNESS ESTIMATION BY GPR N. Pinel, L. Liu, C. Bourlier, Y. Wang IREENA radar (GPR) is a useful means of me- dia sounding, which is widely used at centimeter-scale wave domain of this approximation, and its influence on the electromagnetic backscattering and on the GPR

Paris-Sud XI, Université de

120

Dynamical Processes on Desert Pavements and the Healing of Surficial Disturbances

  Engineering Websites

Summary: pave- ment have smaller average diameters than stones on the sur- rounding pavement. Cavities 5­10 cm five years, cavity depth has been reduced by as much as 60%. Forty-year-old boulder cavities are nearly formation on volcanic flow surfaces that emphasizes the importance of dust-accretion over deflation

Ahmad, Sajjad

121

FRP Dowels for Concrete Pavements Darren Eddie, Junior Structural Engineer, Reid Crowther & Partners;

  Engineering Websites

Summary: joints to transfer load and to allow for longitudinal thermal expansion and contraction. Corrosion pavements due to the expansion of steel during the corrosion process. This expansion can create large, corrosion remains a problem with the epoxy coated steel dowels and therefore, a better solution must


122

Use of Falling Weight Deflectometer Data to Quantify the Relative Performance of Reinforced Pavement Sections

  Environmental Management and Restoration Websites

Summary: , Department of Civil, Architectural and Environmental Engineering, The University of Texas at Austin, 1 Associate Professor, Department of Civil, Architectural and Environmental Engineering, The University the flexible pavement to environmental loading. The objective of this paper is to characterize the possible

Zornberg, Jorge G.

123

FILTERING OF ARTIFACTS AND PAVEMENT SEGMENTATION FROM MOBILE Jorge Hernandez and Beatriz Marcotegui

  Computer Technologies and Information Sciences Websites

Summary: FILTERING OF ARTIFACTS AND PAVEMENT SEGMENTATION FROM MOBILE LIDAR DATA Jorge Hern/2 KEY WORDS: LIDAR, point cloud, filtering ground data, segmentation ground data, mathematical acquired from mobile LIDAR systems. Our approach exploits 3D information by using range images and several

Cord, Aurélien

124

Simultaneous Detection of Lane and Pavement Boundaries Using ModelBased Multisensor Fusion

  Engineering Websites

Summary: image fusion method to solve our boundary detection problem. This method makes use of a deformable method in simultaneously detecting lane and pavement boundaries. Fusion of multi­ modal images, remote sensing, target recognition. The method presented in this paper is also applicable to image fusion

Hero, Alfred O.

125

Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading

  University of Kansas - KU ScholarWorks

Summary: of geosynthetics used to reinforce weak soils and base courses of roads and are ideal for soil confinement. The objectives of this study are to evaluate characteristics of milled recycled asphalt pavement (RAP) collected from a city street in Lawrence, Kansas...

Thakur, Jitendra Kumar
2011-01-13

126

Cracks in desert pavement rocks: Further insights into mechanical weathering by directional insolation

  Engineering Websites

Summary: Fractures The formation of cracks is a fundamental first step in the physical weathering of rocks in desert in recent field and modeling studies of physical weathering in deserts. © 2010 Elsevier B.V. All rightsCracks in desert pavement rocks: Further insights into mechanical weathering by directional

Ahmad, Sajjad

127

AUTOMATIC DETECTION AND CLASSIFICATION OF DEFECT ON ROAD PAVEMENT USING ANISOTROPY MEASURE

  Physics Websites

Summary: AUTOMATIC DETECTION AND CLASSIFICATION OF DEFECT ON ROAD PAVEMENT USING ANISOTROPY MEASURE Tien Sy other defect types: joint and bridged. Road images are captured by our acquisition sys- tem. Firstly- lated to detect road defects. Finally, a backpropagation neu- ral network is used to classify the images

Paris-Sud XI, Université de

128

Video Conference Agenda and Meeting Notes: Two-Lift Concrete Pavements 27 June 2007

  Engineering Websites

Summary: IA Division Office Agenda 10:00 am Welcome Charlie Goodspeed, FHWA's Highways for LIFE Program 10:10 am International Scan on Long Life Concrete Pavements Tom Cackler, Director National Concrete and the introduced the presenters: · Dr. Charlie Goodspeed will introduce Highways for LIFE participation. · Dr. Jim


129

Implementation Activities supporting the International Technology Scan on Long-Life concrete Pavements.

  Engineering Websites

Summary: Implementation Activities supporting the International Technology Scan on Long-Life concrete pavements with long life expectancies. The purpose of this project under the FHWA/ISU cooperative agreement. The STIP recommendations are summarized below as identified in the draft STIP plan. Long-Life Concrete


130

4. Title and Subtitle 5. Report Date Maintenance Solutions for Bleeding and Flushed Pavements Surfaced with a Seal February 2007 Coat or Surface Treatment 6. Performing Organization Code

  CiteSeer

Summary: NOTICE The United States Government and the State of Texas do not endorse products or manufacturers. Trade or manufacturers ’ names appear herein solely because they are considered essential to the object of this reportTECHNICAL REPORT DOCUMENTATION PAGE

William D. Lawson; Michael Leaverton; Sanjaya Senadheera

131

Measuring the Effect of Uncertainty in Unit Cost and Pre-Treatment Condition on Pavement Maintenance and Rehabilitation Decisions

  Texas A&M University - TxSpace

Summary: tree considers ride score, distress score, and traffic volume. After fitting the probability distributions of pavement condition indicators and unit cost, the impact of uncertainty in them on funding needs estimate was investigated using Monte Carlo...

Li, Jing
2014-05-23

132

REVIEW ARTICLE Prevention of spontaneous bleeding in dogs with haemophilia

  Biology and Medicine Websites

Summary: REVIEW ARTICLE Prevention of spontaneous bleeding in dogs with haemophilia A and haemophilia B T. C of Pediatrics, Howard Hughes Medical Institute, Philadelphia, PA, USA Summary. Dogs with haemophilia in humans with severe haemophilia. The phenotypic and genotypic characteristics of haemophilic dogs have

Kay, Mark A.

133

Feature extraction and classification for rectal bleeding in prostate cancer radiotherapy: A PCA based method

  Physics Websites

Summary: Feature extraction and classification for rectal bleeding in prostate cancer radiotherapy: A PCA. 1. Introduction Rectal bleeding is one of the most important sequelae after prostate can- cer on Principal Component Analysis (PCA) [3] to predict rectal bleeding following high-dose prostate cancer

Paris-Sud XI, Université de

134

TOLLWAY LCCA PROCESS FOR ADDAMS MEMORIAL TOLLWAY ADDAMS EXPRESSWAY PAVEMENT RECONSTRUCTION --

  Engineering Websites

Summary: ) 2 inches of SMA binder course (IL-12.5, N80) 5 to 6 inches of binder course (IL-19.0, N70) depending on the traffic levels 3 inches of polymerized binder course (IL-19.0, N90) JPCP and CRCP Both JPCP and CRCP pavements included 3 inches of HMA binder course (IL-19.0, N50) under varying PCC


135

A rule-based vision system for distress detection on concrete highway pavement

  Texas A&M University - TxSpace

Summary: . TABLE OF CONTENTS CHAPTER Page I INTRODUCTION A. Manual Inspection B. Image Processing Inspection C. Expert System/Image Processing Inspection D. Thesis Objective E. Thesis Structure . II DISTRESS TYPES FOR CONCRETE PAVEMENT A. Spalled Cracks... . . B. Punchouts C. Asphalt Patches D. Concrete Patches E. Average Crack Spacing III IMAGE PROCESSING TECHNIQUES . . A. Image Preprocessing B. Image Segmentation C. Image Processing IV BUILDING OF AN EXPERT SYSTEM A. Advantages of Using...

Tsao, Yuen Sang (Stephen)
1992-01-01

136

Equations for predicting the layer stiffness moduli in pavement systems containing lime-flyash stabilized materials

  Texas A&M University - TxSpace

Summary: pavement structures from the Dynaf lect measured field deflections was developed. This method employed a simplified form of elastic theory and utilized the 8 Bessel functions. With this approach, the need for the mathematical 0 integration of complex... expressions involving BesseI functions, typi- cally used in the multi-layered elastic theory, is eliminated. This in turn results in very significant savings in the computational costs and, therefore, makes it practicable to analyze a large number of field...

Alam, Shah Manzoor
1984-01-01

137

Numerical Investigation of Design Strategies to Achieve Long-Life Pavements

  CERN Preprints

Summary: Increasing the HMA base thickness and modifying the HMA mixture properties to improve the resistance to fatigue cracking are among the most popular methods for achieving long-lasting pavements. Such methods are based on the idea of reducing the tensile strain at the bottom of the HMA layer below the Fatigue Endurance Limit (FEL), a level of strain below which no cumulative damage occurs to the HMA mixture. This study investigates the effectiveness of several design strategies involved in long-life, perpetual pavement design. A 3D Finite Element model of the pavement involving a linear viscoelastic constitutive model for HMA materials and non-uniform tire contact stresses is developed using ABAQUS 6.11. The effects of asphalt base course thickness and mixture type, rich binder layer, and aggregate subbase layer are examined. Four asphalt base course mixture types, namely dense graded, polymer modified, high modulus, and standard binder, are studied as a function of the asphalt base course thickness. The result...

Ghauch, Ziad G
2011-01-01

138

Mairepav 6 : the Sixth International Conference on maintenance and rehabilitation of pavements and technological control, At Torino, Italy, July 8-10, 2009

  Physics Websites

Summary: Mairepav 6 : the Sixth International Conference on maintenance and rehabilitation of pavements., 2008). This research has finally led to create a software tool for pavement construction and should be the subject of further researches. hal-00933600,version1-20Jan2014 #12;Mairepav 6 : the Sixth

Paris-Sud XI, Université de

139

A mechanistic model for the prediction of stresses, strains, and displacements in continuously reinforced concrete pavements

  Texas A&M University - TxSpace

Summary: of a continu- ously reinforced concrete pavement (CRCP) system under the influence of thermal, shrinkage, and traffic loading are available. The CRCP-1, CRCP-2, and CRCP-3 models, developed by the Center for Transportation Research at the University... of Texas, Austin, can perform time-based simulation of a CRCP system. However. the accuracy of the CRCP-1, 2, and 3 models is limited by the underlying assumptions tha( were made to develop the models. One such assumption is that the distribu- tion...

Palmer, Richard Paul
1988-01-01

140

Oxidative reactions and their impact on the properties of asphalt as a pavement binder

  Texas A&M University - TxSpace

Summary: . S. , University of Houston; M. B. A. , University of Houston Chair of Advisory Committee: Dr. Charles J. Glover So far, the existing laboratory tests to simulate and predict long-term aging of asphalt binder in actual pavement service have been... disappointing. One reason is that the test temperature may be too high to represent road conditions. In this study, thin films (about 1000 microns) of seven different asphalts were aged in a pressure oxygen vessel (POV) at temperatures ranging from 60 to 93...

Lau, Chee Keung
1991-01-01

141

Airport pavement management systems (APMS) are computer-based decision support systems that assist airport agencies in making decisions on pavement maintenance and rehabilitation (M&R) activities to preserve the various

  Energy Storage, Conversion and Utilization Websites

Summary: airport agencies in making decisions on pavement maintenance and rehabilitation (M&R) activities Nantes in France and Civil Engineering from Tsinghua University in China. Dr. Zou conducts research of Infrastructure Systems, Transportation Research, Journal of Air Transport Management, and has contributed two

Illinois at Urbana-Champaign, University of

142

INTRODUCTION The Federal Highway Administration's 1995-1997 National Pavement Design Review found that nearly 80 percent of

  Biology and Medicine Websites

Summary: Models Management. In order to fully implement the new MEPDG on the Louisiana pavement design practice, it was necessary to characterize typical Louisiana asphalt mixtures using the latest AMPT protocols and to develop Louisiana asphalt mixtures and to develop a catalog for dynamic modulus value inputs in the MEPDG software

Stephens, Jacqueline

143

Dynamic Hydraulic Conductivity (Permeability) of Asphalt Pavements M. Emin Kutay1, Ahmet H. Aydilek2 and Tom Harman3

  Engineering Websites

Summary: caused by the destruction of cohesive bond within the asphalt binder or the destruction of the adhesive bond between the aggregate and the asphalt binder decreases the life of asphalt pavements. Stripping of the aggregates from the binder as a result of moisture damage can cause cracks, and excessive deflections

Aydilek, Ahmet

144

Accounting for the effects of rehabilitation actions on the reliability of flexible pavements: performance modeling and optimization

  Texas A&M University - TxSpace

Summary: ? represents probability that the event (,) 0gt?x will occur. Conversely, the reliability Rel, which in this context is defined as a probability that the pavement will perform its intended function, can be defined as follows ( )Rel 1 , 0 f PPgt...

Deshpande, Vighnesh Prakash
2009-05-15

145

Asphalt Pavement Aging and Temperature Dependent Properties through a Functionally Graded Viscoelastic Model, Part-I: Development,

  Engineering Websites

Summary: with the collocation method, which leads to an efficient inverse numerical transform procedure. This work is the first to other factors, such as construction practices, aging of materials and temperature dependent material temperatures. In order to perform accurate and efficient analysis and design of asphalt pavement systems

Paulino, Glaucio H.

146

Performance-Based Concrete Pavement Mix Design System Performance-Based Design Guide for New and Rehabilitated

  Engineering Websites

Summary: Systems and Economics · Concrete Pavement Sustainability The CP Road Map #12;The Problem... · Not many folks know about the CP Road Map. · Even fewer folks use the CP Road Map. #12;· We need to get the word out. · The CP Road Map needs to be even more interactive. · We want the CP Road Map to guide our


147

Manuscript bleed-through removal via hysteresis thresholding Rolando Estrada and Carlo Tomasi

  Computer Technologies and Information Sciences Websites

Summary: @cs.duke.edu Abstract Many types of degradation can render ancient manuscripts very hard to read. In bleed improves over existing methods. 1. Introduction Ancient manuscripts held in libraries and academic cen. In this paper, we propose hysteresis thresholding as an effective method of bleed-through re- moval in ancient

Tomasi, Carlo

148

Ancient documents bleed-through evaluation and its application for predicting OCR error rates

  Physics Websites

Summary: document images. We design measures to quantify and evaluate the verso ink bleeding through the paper onto by the scanner backing,5 and the ink of the verso side which is diffusing into the paper. Several bleed a linear filter adapted (with the least mean squares) where recto pixels are ink on the verso side. We

Paris-Sud XI, Université de

149

A novel classification method for prediction of rectal bleeding in prostate cancer radiotherapy

  Physics Websites

Summary: 1 A novel classification method for prediction of rectal bleeding in prostate cancer radiotherapy/side-effects relationships in prostate cancer radiotherapy is crucial to define appropriate individual's constraints to identify patients at risk of presenting rectal bleeding from a population treated for prostate cancer

Paris-Sud XI, Université de

150

Development of design criteria pertaining to signing, pavement markings, and geometric cross-section for improved two-lane section (Texas Super 2)

  Texas A&M University - TxSpace

Summary: The purpose of this research was to establish the optimum driver information strategy regarding Super 2 passing lane sections in Texas. A Driver Survey and a Before and After Study examining proposed skip stripe pavement marking, signing...

Heard, Barry Don
2001-01-01

151

Emergency Portacaval Shunt Versus Rescue Portacaval Shunt in a Randomized Controlled Trial of Emergency Treatment of Acutely Bleeding Esophageal Varices in Cirrhosis—Part 3

  University of California eScholarship Repository

Summary: and treatment of gastrointestinal bleeding secondary tofor upper gastrointestinal bleeding; (5) number of hospitalBleeding esophageal varices EST Endoscopic sclerotherapy EPCS Emergency portacaval shunt PCS Portacaval shunt UGI Upper gastrointestinal


2010-01-01

152

REVIEW Clinical practice The bleeding child. Part II: Disorders of secondary hemostasis and fibrinolysis

  CiteSeer

Summary: # The Author(s) 2011. This article is published with open access at Springerlink.com Abstract Bleeding complications in children may be caused by disorders of secondary hemostasis or fibrinolysis. Characteristic features in medical history and physical examination, especially of hemophilia, are palpable deep hematomas, bleeding in joints and muscles, and recurrent bleedings. A detailed medical and family history combined with a thorough physical examination is essential to distinguish abnormal from normal bleeding and to decide whether it is necessary to perform diagnostic laboratory evaluation. Initial laboratory tests include prothrombin time and activated partial thromboplastin time. Knowledge of the classical coagulation cascade with its intrinsic, extrinsic, and common pathways, is useful to identify potential defects in the coagulation in order to decide which additional coagulation tests should be performed.


2011-01-01

153

The value of a Pavement Management System (PMS) and the planning and cost-benefit tools it provides for decision making have long been recognized

  Materials Science Websites

Summary: The value of a Pavement Management System (PMS) and the planning and cost-benefit tools it provides the University Transportation Centers Program high- lights some of the recent accomplishments and products from decks. Shown here is a 3D ground penetrating radar unit that can scan a lane-width in one pass. Dennis

Neimark, Alexander V.

154

Road Materials and Pavements Design. Volume X No X/2009, pages 1 to n Viscoroute 2.0: a tool for the simulation of

  Physics Websites

Summary: developed. In these tools, the structure is represented by a multilayered half-space, the thermo-viscoelastic loads, other ViscoRoute simulations confirm that it is necessary to incorporate viscoelastic effects. KEYWORDS: Modelling, multilayered, pavement, viscoelasticity, software, moving loads hal-00482134,version1

Paris-Sud XI, Université de

155

Thin and ultrathin whitetopping overlays are becoming a more common method of pavement rehabilitation. It is important to gain information on

  Engineering Websites

Summary: Thin and ultrathin whitetopping overlays are becoming a more common method of pavement and ultrathin whitetopping test cells at the Minnesota Road Research (Mn/ROAD) facility. Typical distresses for repairing ultrathin whitetopping were investigated. Various techniques were also used to deter reflective

Vandenbossche, Julie M.

156

Document Ink bleed-through removal with two hidden Markov random fields and a

  Computer Technologies and Information Sciences Websites

Summary: field Christian Wolf Abstract-- We present a new method for blind document bleed through removal based is not available (blind separation). In this case, the task is equivalent to a segmentation problem: classify each it might be a good idea to inter- pret the task as a blind source separation problem similar

Wolf, Christian

157

Report on the National Survey to Assess the Presence of Bleeding Canker of Horse Chestnut Trees

  Renewable Energy Websites

Summary: , on the likely incidence and severity of the disease known as Horse Chestnut Bleeding Canker, caused displayed symptoms of the disease, although these would need to be sampled to ascertain if they indeed have the disease. The level of symptomatic trees were especially high in south east England, confirming earlier


158

Detection of Bleeding in Wireless Capsule Endoscopy Images Using Range Ratio Color

  CERN Preprints

Summary: Wireless Capsule Endoscopy (WCE) is device to detect abnormalities in colon,esophagus,small intestinal and stomach, to distinguish bleeding in WCE images from non bleeding is a hard job by human reviewing and very time consuming. Consequently, automation for classifying bleeding frames not only will expedite the process but will reduce the burden on the doctors. Using the purity of the red color we can detect the Bleeding areas in WCE images. But, we could find various intensity of red color values in different parts of the small intestinal,so it is not enough to depend on the red color feature alone. We select RGB(Red,Green,Blue) because it takes raw level values and it is easy to use. In this paper we will put range ratio color for each of R,G,and B. Therefore, we divide each image into multiple pixels and apply the range ratio color condition for each pixel. Then we count the number of the pixels that achieved our condition. If the number of pixels grater than zero, then the frame is classified as a bleedi...

Al-Rahayfeh, Amer A; 10.5121/ijma.2010.2201
2010-01-01

159

Acute Arterial Thrombosis after Covered Stent Exclusion of Bleeding Mycotic Pseudoaneurysm: Treatment

  CiteSeer

Summary: Copyright © 2011 Sarah Palestrant et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Conventional absolute contraindications to catheter-directed thrombolysis include active or recent hemorrhage and the presence of local vascular infection, both of which increase the risk of procedure-related complications such as bleeding and systemic sepsis. For this reason, lytic therapy of arterial thromboembolism under these circumstances is generally precluded. Herein, we describe a unique case of safe catheter-directed lysis of an acutely thrombosed iliac artery following covered stent placement for treatment of an actively bleeding infected pseudoaneurysm. Our management approach is discussed. 1.

Article Id; Using Catheter-directed Thrombolysis; Sarah Palestrant; M. Grace Knuttinen; Ron C. Gaba; James T. Bui; Charles A. Owens
2011-01-01

160

Document Ink bleed-through removal with two hidden Markov random fields and a single observation field

  Computer Technologies and Information Sciences Websites

Summary: `emes d'information - UMR 5205 INSA-Lyon, B^at. J.Verne; 20, Av. Albert Einstein 69621 Villeurbanne cedex. ink and coffee stains and holes in the document. 4. ink bleed through : the appearance of the verso

Wolf, Christian

161

Molecular Mechanisms of RADA16-1 Peptide on Fast Stop Bleeding in Rat Models

  CiteSeer

Summary: Abstract: Ionic self-assembly of the peptide RADARADARADARADA (RADA16-1) may form a well-defined nanofiber and eventually a hydrogel scaffold, with a water content of over 99.5%. This leads to the establishment of a nanofiber barrier that can be used to achieve complete hemostasis in less than 20 s in multiple tissues and in a variety of different wounds. In the present study, the nanofiber scaffolds of RADA16-1 peptide were sonicated into smaller fragments to identify possible molecular mechanisms underlying the rapid cessation of bleeding associated with these materials. Atomic force microscopy (AFM), circular dichroism (CD), and rheometry were also used to evaluate the re-assembly kinetics of this peptide. A bleeding control experiment was performed in animal models to uncover the molecular mechanisms underlying this fast hemostasis. In this way, these sonicated fragments not only quickly reassembled into nanofibers indistinguishable from the original material, but the degree of reassembly was also correlated with an increase in the rigidity of the scaffold and increased as the time required for hemostasis increased.

Ting Wang; Xiaozhong Zhong; Songtao Wang; Fei Lv; Xiaojun Zhao
2012-01-01

162

Guidelines for Survival Bleeding of Mice and Rats These guidelines have been developed to assist investigators and National Institutes of Health (NIH)

  Biology and Medicine Websites

Summary: 1 Guidelines for Survival Bleeding of Mice and Rats These guidelines have been developed to assist) in their choice and application of survival rodent bleeding techniques. The guidelines are based on peer adequately addressing the needs of the experimental design. Any exceptions to these guidelines, e

Bandettini, Peter A.

163

64 NATURE MEDICINE VOLUME 5 NUMBER 1 JANUARY 1999 Hemophilia is an X-linked recessive bleeding disorder that

  Biology and Medicine Websites

Summary: threatening and/or lead to chronic problems such as severe arthritis. Therapy for acute bleeding consists formulations of human plasma-derived and recom- binant coagulation factors. In addition, these animals are im- portant for developing new gene therapy strategies. The liver is the native site for factor IX and VIII

Ford, James

164

Phytophthora kernoviae sp. nov., an invasive pathogen causing bleeding stem lesions on forest trees and foliar necrosis of

  Renewable Energy Websites

Summary: Phytophthora kernoviae sp. nov., an invasive pathogen causing bleeding stem lesions on forest trees DENMAN1 and Joan ROSE1 1 Forest Research Agency, Farnham, Surrey GU10 4LH, UK. 2 Central Science concern about the threat posed by invasive Phyto- phthora pathogens to European forests (Brasier 1999


165

Development of Performance Properties of Ternary Mixtures and Concrete Pavement Mixture Design and Analysis (MDA): Effect of Paste Quality on Fresh and Hardened Properties of Ternary Mixtures

  CiteSeer

Summary: The mission of the National Concrete Pavement Technology Center is to unite key transportation stakeholders around the central goal of advancing concrete pavement technology through research, tech transfer, and technology implementation. Disclaimer Notice The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented herein. The opinions, findings and conclusions expressed in this publication are those of the authors and not necessarily those of the sponsors. The sponsors assume no liability for the contents or use of the information contained in this document. This report does not constitute a standard, specification, or regulation. The sponsors do not endorse products or manufacturers. Trademarks or manufacturers ’ names appear in this report only because they are considered essential to the objective of the document. Iowa State University Non-Discrimination Statement Iowa State University does not discriminate on the basis of race, color, age, religion, national origin, sexual orientation, gender identity, genetic information, sex, marital status, disability, or status as a U.S. veteran. Inquiries can be directed to the Director of Equal Opportunity and

unknown authors
2012-01-01

166

Base reinforcement results from the addition of a geosynthetic at the bottom or within a base course to increase the structural or load-carrying capacity of a pavement system. While there is clear evidence that geosynthetic

  Engineering Websites

Summary: , and the analytical component aimed at identifying the sensitivity of the mechanical properties of soil course to increase the structural or load-carrying capacity of a pavement system. While there is clear, and 2) developing material specifications that incorporate the geosynthetic and soil properties

Zornberg, Jorge G.

167

4/28/2010 1Porous Pavements Porous Pavements

  Energy Storage, Conversion and Utilization Websites

Summary: administrator. · I have a specific interest in the problems and solutions to urban water management I talking about this topic: · I am not an engineer. · I am a water resources planner and watershed account for about two-thirds of surface water temperature increases ·! Volume reduction is now required

Minnesota, University of

168

12th Annual Minnesota Pavement

  Energy Storage, Conversion and Utilization Websites

Summary: Engineering, University of Minnesota City Engineers Association of Minnesota Minnesota County Engineers, University of Minnesota Facilitated by: College of Continuing Education, University of Minnesota February 14, 2008 University of Minnesota St. Paul Campus #12;Conference Objective This one-day annual conference

Minnesota, University of

169

Concrete Pavements Surface Characteristics Program

  Engineering Websites

Summary: .E. Structural Faulting, fatigue cracking Material ASR, D-cracking Functional (Surface Characteristics) Friction friction as a function of speed ­ ASTM E 1911 Measures wet friction on small rubber pads which slow from 50


170

Nondestructive Evaluation of Pavements Ultrasonic

  Energy Storage, Conversion and Utilization Websites

Summary: Contact (DPC) Low Frequency Transducers ­! Manufactured by Acoustic Control Systems, Ltd, Moscow, Russia and signal receivers ·! out of phase for s-wave production ·! in phase for p-wave production Acoustic Control

Minnesota, University of

171

Pavement roughness on expansive clays

  Texas A&M University - TxSpace

Summary: L Qt O V '?C Ct J N ~K 0 Vl ' /U 3 Ct I/I O Ct V E IU UD l- CU O V I CZI IU J O V N tV E Qt IJ- 0 3: C I/I O IU V E tll 5- N CU CJ X N tt- IL 0 Vl ' CU I/I O IU ' V E IU l- Cl N IU C J D N tt- U 0 I/I CJ I/I O... 0' V E IU IO C IU CQ 0 I/I IU 3: I/I 0 CU ' V I/I CU L I? tt- 0 tU t/I I/I CU E E O N V 0 O C7I Ct C/I N 0 0 ?C 0 ttt 0 0 O 0 I/I QC 0 0 0 V tent 0 I ?C O t/I 0 O I/O CL 0 0 tlt CQ 0 N /Q S. Cll 0 N...

Velasco, Manuel O
1980-01-01

172

Gina Ahlstrom Concrete Pavement Engineer

  Engineering Websites

Summary: Concrete PrismTest (CPT) if the owner does not have a good idea of theASR susceptibility of their aggregate aggregates only C 1567 Accelerated Mortar Bar Test- tests job mixes C 1293 Concrete PrismTest #12;Determining Aggregate Reactivity ASTM C 1293 Concrete PrismTest Test is to determine reactivity of coarse


173

National Concrete Pavement Technology Center

  Engineering Websites

Summary: Families 2. Overlay types and uses 3. Evaluations & Selections 4. Six Overlay Summaries (11"x17 "sheets) 5 site review · Walk through the evaluation process · Walk through the design phase · Attend pre-pour, pre-bid or pre- construction conference · Attend during construction & may use mobile lab #12;Concrete


174

ADVERTISING SPECS Full Page (bleed)

  Biology and Medicine Websites

Summary: be submitted electronically via e-mail, CD, or DVD media. Any spot ink colors or color images should of grayscale and color images in the PDF should be set at 300 ppi down sampling, with the image quality set are JPG (set compression to highest quality),TIFF, or EPS (convert all text to outlines). Contact: Carly

Capecchi, Mario R.

175

Load rating of light pavement structures

  Texas A&M University - TxSpace

Summary: Deflectometer C) tY u I/s LU u I ? I I- vs FSTFI - Initial Stiffness FSTFO - Overall Stiffness FSTFI = -109. 663 e 1. 31393 x FSTFO 250 500 750 1000 1250 1500 OVERALL STIFFNESS [FROM FWDj (KIP/IN) FIGURE 18. Determination of Initial Slope...

Chua, Koon Meng
1983-01-01

176

Concrete Pavement Sustainability Sustainability Track Leadership

  Engineering Websites

Summary: Gina Ahlstrom Erin Ashley Kevin Cail Barry Descheneaux Jennifer Distlehorst Kevin Gardner Robb Jolly Harrington Peter Taylor Tom Van Dam Paul Wiegand Tom Cackler #12;Framing Document: A Plan to Fill the Gaps


177

Legislative seminars ..............2 Pavement conference..............2

  Energy Storage, Conversion and Utilization Websites

Summary: will be held May 19­20 at a new location: the Sheraton Bloomington Hotel in Minneapolis. Access to Destinations is an interdisciplin- ary research and outreach effort coordinated by CTS that takes a new approach to under- standing a presentation by Tom Vanderbilt, the New York Times best-selling author of Traffic: Why We Drive the Way We Do

Minnesota, University of

178

Life Cycle Assessment of Reclaimed Asphalt Pavement

  Energy Storage, Conversion and Utilization Websites

Summary: such thing as "carbon neutral" · You Can't Quit ­We have to do something #12;Carbon Footprint Perspective · Asphalt Mixture ­60 g C02e/ kg #12;Carbon Footprint Perspective · Asphalt Mixture ­60 g C02e/ kg · Orange Juice ­1600 g C02e/ kg Jan Th. van der Zwan #12;Carbon Footprint Perspective · Asphalt Mixture ­60 g C02

Minnesota, University of

179

Pavement Design Introduction to Life Cycle

  Engineering Websites

Summary: future costs, such as maintenance, reconstruction, rehabilitation, restoring, and resurfacing costs, over, etc. Initial construction Future maintenance and rehabilitation Future salvage value Include with delay resulting from work zones Vehicle operating costs (VOC) · Extra costs due to increased roughness

Mukherjee, Amlan

180

Consolidation of continuously reinforced concrete pavements

  Texas A&M University - TxSpace

Summary: Consolidation is defined as a purposeful action taken to remove the entrapped air from a freshly placed hydraulic-cement concrete mixture (2). A mass of fresh concrete, when initially placed in a form or mold, contains air voids, primarily entrapped air... necessary and economical to do work on the concrete mass to remove most of the entrapped air (3). Today, most concrete is consolidated by vibration. Vibration subjects the fresh concrete to very rapid impulses which temporarily liquify the mixture...

Winn, Dan Parker
1984-01-01

181

Summary of Concrete Overlays Existing concrete pavement

  Engineering Websites

Summary: joint Application of curing compound or other curing methods must be· timely and thorough, especially Application of curing compound or other curing methods must be· timely and thorough, especially at edges


182

Wearability of Portland Cement Concrete Pavement Finishes

  Texas A&M University - TxSpace

Summary: 4. 3. 4. 6 Test Set 5 3. 4. 7 Test Set 6. 39 41 42 42 43 43 44 3. 5 Testing Methods and Procedures. . IV RESULTS AND DISCUSSION. 44 46 4. 1 Results 46 4. 1. 1 General. 4. 1. 2 Control Tests. 4. 1. 3 ATD and BPN Relationships. . . 46... 48 48 TABLE OF CONTENTS (CONT 'D. ) CHAPTER PAGE 4. 1. 4 4, 1 5 4. 1. 6 4. 1. 7 4. 1. 8 4. 1. 9 Test Tes t Test Test Test Test Set 1 Set 2 Set 3. Set 4 Set 5. Set 6. 50 55 63 68 71 75 4. 2 Discussion nf Interrelationships...

McKeen, William Rew
1971-01-01

183

PAVEMENT TECHNOLOGY UPDATE This Technology Transfer Program

  Engineering Websites

Summary: , and use higher percentages of recycled mix. Air resources boards and environmental groups are seeking ways coating at temperatures 35 to 100°F (20 to 55°C) lower than HMA. Benefits of WMA The most obvious

California at Berkeley, University of

184

Innovations in Pavement Recycling Session CTS Conference

  Energy Storage, Conversion and Utilization Websites

Summary: !! HMA overlay, or !! HMA overlay with fractured slab "! Crack/Seat (JPCP) "! Break/Seat (JRCP) "! Rubblization (JPCP, JRCP, CRCP) #12;Fractured Slab Ð Design Thickness !! Rubblization !! Effective (i.e. CSAH and M-E Analysis #12;Fracture Modulus vs Reflective Cracking Structural Failure Reflective Cracking

Minnesota, University of

185

WINTER PERFORMANCE ASSESSMENT OF PERMEABLE PAVEMENTS

  Environmental Management and Restoration Websites

Summary: to offer a special thank you to my family ­ Mom, Dad, Kelly, Katie, Willie, Brian ­ and my girlfriend to thank my advisors, Dr. Thomas Ballestero and Dr. Robert Roseen, for all of their knowledge and guidance a constant supply of fun and good humor. I would like to thank the final member of my committee, Douglas


186

PORTLAND CEMENT CONCRETE PAVEMENT FOR FLEXIBLE OVER RIGID COMPOSITE PAVEMENTS (Tollway)

  Engineering Websites

Summary: , rebar, or other suitable material. (f) Curing. The Contractor shall place all types of membrane cure (equal to a white sheet of typing paper). The membrane cure shall be placed within ½ hour of concrete shall cure for 7 days or until the flexural strength of the concrete samples reach 475 psi


187

An evaluation of pavement markings and raised pavement markers at left exit lane drops

  Texas A&M University - TxSpace

Summary: Most highway engineers agree that freeway exit lane drops create problems in terms of safety and efficiency. A driver can create a hazardous situation when making a sudden lane change out of or into an exit-only lane. Since left exits already...

Lance, Marty Tina
1994-01-01

188

Sampling & Testing Guide-Minimum Frequency PORTLAND CEMENT CONCRETE PAVEMENT, PAVEMENT WIDENING, BASE WIDENING

  Engineering Websites

Summary: Certification DME-District Materials Engineer V-Verification S&T-Sampling & Testing Cert D-Type D Certification DME Grad Non-QMC 302 306 336 CONTR 1/day IM 301 CONTR V IA RCE/ CONTR Sample 1/day, test 1 st day + 1/lot IM 301 RCE DME Moist 308, 527 CONTR 1/half day 1000 gm CONTR Not applicable with probe Sp. Gr. 307


189

Technical Report Documentation Page 1. Report No. 2000-04 2. 3. Recipient's Accession No.

  Energy Storage, Conversion and Utilization Websites

Summary: Studies, University of Minnesota 14. Sponsoring Agency Code 15. Supplementary Notes 16. Abstract (Limit: 200 words) The purpose of this handbook is to provide background information about the importance common flexible pavement distresses are cracking, roughness, weathering, raveling, rutting and bleeding

Minnesota, University of

190

Coagulation Factors in Controlling Traumatic Bleeds

  Computer Technologies and Information Sciences Websites

Summary: thromboplastin time) 1.5 times normal, INR (international normalized ratio) > 1.5, platelet count (V, VIII, IX) 3. Potent platelet activator and mitogen 4. Activates protein C pathway, lessening of platelets and FVIII-von Willebrand complex platelet adherence and activation, secretion and synthesis

Pillow, Jonathan

191

Bacterial Bleeding Canker of Horse Chestnut

  Renewable Energy Websites

Summary: Real-time PCR assay uses a unique primer pair which targets and amplifies a region of DNA specific only in the presence of Pae Can detect Pae directly from diseased horse chestnut tissues The amount of DNA is also measured - Assay detects as little as 1 pg DNA Fast, specific, sensitive! Green, S., Laue, B., Fossdal, C


192

Field performance of geosynthetic reinforced pavements over expansive clay subgrades

  Environmental Management and Restoration Websites

Summary: of Transportation (TxDOT) has shown that these cyclic movements lead to considerable damage in form of longitudinal 2009, Zornberg et.al 2008, Zornberg and Gupta 2009). The mechanisms leading to the development during settlements caused during dry sea- sons. Figure 1 illustrates the envisioned mechanism that leads

Zornberg, Jorge G.

193

Variability of hot mix asphalt produced with reclaimed asphalt pavement

  Texas A&M University - TxSpace

Summary: t distribution and an F-test. The following conclusions are obtained: i) RAP is better used in producing a mix with a relatively small top size 3/8" (Type S-III mix) or 1/2'' (Type S-I mix), and not with a sieve size larger than 1" (Type S-II mix); ii) RAP...

Yang, Guiqin
1999-01-01

194

MNROAD SPECIAL PROVISIONS FOR COMPOSITE PAVEMENT CONSTRUCTION Section Page

  Engineering Websites

Summary: .....................................................................................................19 S-24 (1717) AIR, LAND AND WATER POLLUTION IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT .......................................................................................19 S-25 (1717) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT...........21 S-26


195

Porous Pavements in Cold Climates Part 1: Design, Installation, and

  Environmental Management and Restoration Websites

Summary: Infrastructure, Green Jobs, and Green Funding Workshop Onondaga Environmental Institute March 2011 Robert Roseen.862.4024 http://www.unhsc.unh.edu #12;Acknowledgements and Sources UNHSC Design Specification for Porous Asphalt Pitfalls 3. Design and Installation Specifications 4. Maintenance 5. Repairs 4 #12;State of the Practice


196

Complex Modulus Prediction of Asphalt Concrete Pavement Cores

  Texas A&M University - TxSpace

Summary: and Texas field cores and three types of asphalt mixtures including hot mix asphalt (HMA), foaming warm mix asphalt (FWMA), and Evotherm warm mix asphalt (EWMA) were used. There were nearly forty field cores with different aging times from these three...

Ling, Meng
2013-12-02

197

+0 000 FFL Main Space -0 680 Pavement Level

  Mathematics Websites

Summary: to engineer's spec, roofing to later detail demolish exist roof new brick parapet wall to be built on top detail remove exist mild steel stair existing surface bed demolished to new ground levels new ms entrance gate new brickwork for extent of new entrance opening below x 50mm SA Pine purlins at max 1200mm

Wagner, Stephan

198

A relation of measured deflections, pavement performance and soil characteristics

  Texas A&M University - TxSpace

Summary: 0 4 0 8 0 ~ 0 0 g VS 8 s cO c o Q 0 g rn 58 g '0 8e 54 I Q g 4 ~~y 8 $d a Cl g 48 n 4e 8 g 4& O O af O W O O C& lO g g IO+ O Ol CQ ol co Cl I gm?~~o age 5 'f 4 4 ?~mo m~~e IOl t/IO + hO Cll W CO g ~ g y g o o o e oa g m e e ee...

Hanna, Daniel Nelson
1957-01-01

199

Missouri DOT 1) Briefly summarize your current pavement smoothness requirements.

  Engineering Websites

Summary: tables: Table I - 45 mph or greater Profile Index, Percent of Inches Per Mile (mm/km) Contract Price 10.0, Percent of Inches Per Mile (mm/km) Contract Price 20 (316) or less 103 20.1 - 45.0 (317 - 711) 100 45 (158) or less 105 10.1 - 15.0 (159 - 237) 103 15.1 - 25.0 (238 - 395) 100 25.1 (396) or greater 100a


200

Model studies of stresses in upper layers of pavements

  Texas A&M University - TxSpace

Summary: t e 77 7. 5 A p p l ic a t ion o f S R -4 Stra in G age s on A spha lt ic C on c r e t e O ver la y O ve r P o r t lan d C em en t C on c r e t e 82 VIII. TEST PROCEDURE 8 . 1 P r e p a ra t io n s f o r T es t in g 87 8 .2 R e... ode l P or t land C em en t C on c r e t e Slab 56 6 . 4 A spha lt ic C on c r e t e O ve r la y and A spha lt ic C on c r e t e M ode l Slab 60 VII. A P PL IC AT ION OF SR -4 STRAIN GAGES 7. 1 G en e ra l 72 7 .2 A p p l ic a...

Subbaraju, Bhupatiraju
1955-01-01

201

1 INTRODUCTION A typical flexible pavement system includes four

  Environmental Management and Restoration Websites

Summary: , base course, subbase, and subgrade (Figure 1). The surface layer is typically asphalt concrete, which by a layer of base course, typically consisting of 0.2 m to 0.3 m of unbound coarse aggregate. An optional subbase layer, which generally involves lower quali- ty crushed aggregate, can be placed under the base

Zornberg, Jorge G.

202

PRECAST CONCRETE PAVEMENT SLAB SYSTEMS (Tollway) Effective: March 30. 2009

  Engineering Websites

Summary: dimensions. · Maximum dimensional tolerances are ± ¼" depth and ± ½" length and/or width. It is intended that the dimensions of all members shall be well within these tolerances and that the maximum values shall at the proper distance from horizontal surfaces. Wire chairs may also be used as spacers to hold reinforcement


203

Early age delamination in concrete pavements made with gravel aggregates

  Texas A&M University - TxSpace

Summary: ...............................................................................................133 General........................................................................................................133 Ground Coupled GPR .................................................................................133 GPR Testing... ................................................................................................136 GPR Delamination Detection Protocol .......................................................149 Field Test Sections ......................................................................................154 VII CONCLUSIONS AND RECOMMENDATIONS...

Liu, Juanyu
2009-06-02

204

Alabama DOT 1. Briefly summarize your current pavement smoothness requirements.

  Engineering Websites

Summary: , they shall be addressed as follows: depressions shall be filled with freshly mixed concrete, struck off) We do not have any plans to revise the specs on smoothness at this time. 4. If yes, what indices


205

FLOWABLE FIBROUS CONCRETE FOR THIN PAVEMENT INLAYS BY

  CiteSeer

Summary: Synthetic fibers within a flowable fibrous concrete (FFC) mixture were characterized by relating their spatial distribution and orientations, determined from x-ray computed tomography (CT), with the measured toughness or fracture energy response of a FFC specimen. This new type of concrete, FFC

Amanda Christine Bordelon

206

Asphalt Pavement Aging and Temperature Dependent Properties through a Functionally

  Mathematics Websites

Summary: Viscoelastic Model ­I: Development, Implementation and Verification Eshan V. Dave, Secretary of M&FGM2006 (Hawaii) Research Assistant and Ph.D. Candidate Glaucio H. Paulino, Chairman of M&FGM2006 (Hawaii) Donald

Paulino, Glaucio H.

207

Asphalt Pavement Aging and Temperature Dependent Properties through a Functionally

  Mathematics Websites

Summary: times modified with polymers to enhance properties ­ Undergoes oxidative aging (stiffening) with time are GRADED Structures Sources: 1. Oxidative aging 2. Temperature dependence of material properties 3. Other with significant errors at the layer interfaces (especially stresses) Most severe response observed

Paulino, Glaucio H.

208

Layer equivalency factors and deformation characteristics of flexible pavements

  Texas A&M University - TxSpace

Summary: the modified Bessel function with argument ar and other parameters are defined before. By using a generalized form of Odemark's assumption (1S), the thickness of all component layers are transformed into an equivalent thickness of a material with single... modulus; the transformed total thickness of all layers is k E. H' = Q h. (~)" i=1 o where (32) k' = the number of layers n = 0. 333 in Odemar k's assumption, but is found by analysis of field measurements in their study H' = the transformed depth...

Hung, Jung-Tsann
1981-01-01

209

Dynamic response of guardrail systems encased in pavement mow strips

  Texas A&M University - TxSpace

Summary: "leave-out" layers around posts. Seventeen configurations using wood and steel posts embedded in asphalt, concrete, soil, and grout are subjected to dynamic impact testing with a bogie vehicle. Dynamic impact tests from the test matrix are numerically...

Seckinger, Nathaniel Ryan
2002-01-01

210

COLORADO DEPARTMENT OF TRANSPORTATION Sustainability of Concrete Pavement

  Engineering Websites

Summary: C 128 2.34 N/A Absorption ASTM C 128 7.7% N/A Abrasion ASTM C 131 33.3% Loss Max. 50% Loss Soundness Aggregates) · Median Barrier · Sound Walls · MSE Walls · Soil Nail Walls · Storm Sewer Improvements Project


211

Las Cruces International Airport (LRU) Pavement Condition and Analysis

  Environmental Management and Restoration Websites

Summary: Cruces International Airport (LRU) PCI Branch Map, December 18, 2006 7 ....................Figure 3. Las Cruces Intl. Airport (LRU) Predicted PCI Branch Map, Dec. 18, 2010 8 ...................Table 3. Las PCI Branch Map for 2009 16 ...............................................Figure 9. Las Cruces (LRU

Cal, Mark P.

212

Moriarty Municipal Airport (0E0) Pavement Condition and Analysis

  Environmental Management and Restoration Websites

Summary: ................................................Figure 2. Moriarty Airport (0E0) PCI Branch Map, April 28, 2007 7 .....................................................Figure 3. Moriarty Airport (0E0) PCI Branch Map, April, 2010 8 ........................Table 3. Moriarty Branch Map, April, 2009 16 ........................................Figure 8. Moriarty Airport (0E0

Cal, Mark P.

213

Double Eagle II Airport (AEG) Pavement Condition and Analysis

  Environmental Management and Restoration Websites

Summary: Eagle II (AEG) PCI Branch Map 2007 7 ...........Table 3. Double Eagle II (AEG) PCI Measurements for 2007 .......................................Figure 5. Double Eagle II (AEG) Predicted PCI Map for 2009 13 .......................................Figure 6. Double Eagle II (AEG) Predicted PCI Map for 2010 14

Cal, Mark P.

214

Sierra Blanca Ruidoso Airport (SRR) Pavement Condition and Analysis

  Environmental Management and Restoration Websites

Summary: ...................................Figure 2. Sierra Blanca Ruidoso (SRR) PCI Branch Map, March 10, 2007 7 ....................................Figure 3. Sierra Blanca Ruidoso (SRR) Estimated PCI Branch Map 2010 8 ..............Table 3. Sierra Map for 2009 15 ..........................................Figure 8. Sierra Blanca Ruidoso (SRR

Cal, Mark P.

215

Belen Alexander Municipal Airport (E80) Pavement Condition and Analysis

  Environmental Management and Restoration Websites

Summary: Airport (E80) PCI Branch Map, Nov. 9, 2006 7 ...........................Figure 3. Belen Alexander Municipal Airport (E80) PCI Branch Map, 2010 8 Table 3. Belen Alexander Municipal Airport (E80) PCI After 2010 14 ....Figure 7. Belen Alexander Municipal Airport (E80) Predicted PCI Branch Map for 2009 15

Cal, Mark P.

216

Structural Change, Impacts and Opportunities For Concrete Pavement

  Engineering Websites

Summary: Estimates #12;Pacific Mountain West North Central East North Central South Atlantic East South Central,000 Licensed Drivers #12;Pacific Mountain West North Central East North Central South Atlantic East South District of Columbia West South Central New England Middle Atlantic 51 - 70 mls/100031 - 50 mls/1000 30 mls


217

Silver City Grant County Airport (SVC) Pavement Condition and Analysis

  Environmental Management and Restoration Websites

Summary: . With the dawn of computerized technology, the terrain is represented in a digital form and new methods is to develop new methods and procedures for terrain analyses within a GIS environment. The focus is to develop of this project is to develop a new tool (program and methods) for terrain analysis that would provide new metrics

Cal, Mark P.

218

Deming Municipal Airport (DMN) Pavement Condition and Analysis

  Environmental Management and Restoration Websites

Summary: Information System (GIS). In natural resources the point field sampling is often used for spatially oriented. There is usually more than one way the measurement can be obtained. The difference between two measured values

Cal, Mark P.

219

Clayton Municipal Airport (CAO) Pavement Condition and Analysis

  Environmental Management and Restoration Websites

Summary: GIS 390 Geographic Information System (GIS) in Natural Resources Spring 2009 Instructor: Dr. I by Global Positioning Systems (GPS) and remote sensing, to problems in natural resource analysis. Course with firm concepts to address questions and solve problems in natural resources. Textbooks: Required

Cal, Mark P.

220

Raton Municipal Airport (RTN) Pavement Condition and Analysis

  Environmental Management and Restoration Websites

Summary: 1 GIS 390.001, GIS 390.020, GIS 390.021 Geographic Information System (GIS) in Natural Resources (GIS), subsidized by Global Positioning Systems (GPS) and remote sensing, to problems in natural. Student Learning Outcomes: Students will demonstrate competency in the fundamentals of GIS in natural

Cal, Mark P.

221

Roswell International Air Center Airport (ROW) Pavement Condition and Analysis

  Environmental Management and Restoration Websites

Summary: . INTRODUCTION The terrain characteristics have an enormous impact on the natural environment and socio possible aspect of terrain influence on natural and human processes on this planet. Recently, Wilson the work of spatial analysts in natural resource management research. Therefore the objective

Cal, Mark P.

222

TWO LIFT PCC PAVEMENTS TO MEET PUBLIC NEEDS

  Engineering Websites

Summary: CONSTRUCTION INDUSTRY CONCERNSCONSTRUCTION INDUSTRY CONCERNSCONSTRUCTION INDUSTRY CONCERNS Extra equipment surface materials against the savings in local cost for the base layer Involve the construction industry GOALSRESEARCH GOALSRESEARCH GOALS IDENTIFICATION OF: · Construction - strengths and limitations · Development


223

An evaluation of the flexible pavement design system FPS19

  Texas A&M University - TxSpace

Summary: to participate in the Masters program. I thank Mr. Bobble Templeton, Assistant Executive Director for Field Operations, for being my mentor and Mr. Roger El-Khoury and Marilyn Dell from the office of Professional Engineering Development for their assistance... Thickness as a Function of ASB Modulus . . . . 16. Change in Base Thickness Main Effects - Asph. Stab. Base . . . 17. Change in Base Thickness Interactions ? Asph. Stab. Base . . . . . 18. Comparison Between FPS19 and FPS11 Before Overlay...

Carmona, Gerardo M
1998-01-01

224

Field Manual for Crack Sealing in Asphalt Pavements

  Energy Storage, Conversion and Utilization Websites

Summary: a standard, specification, or regulation. Patent Disclaimer: There was no invention or discovery conceived, or any variety of plant, which is or may be patentable under the patent laws of the United States

Texas at Austin, University of

225

Application of Graded Finite Elements for Asphalt Pavements

  Engineering Websites

Summary: software ABAQUS. Numerical examples using the UMAT are provided to illustrate the benefits of using graded followed by an implementation using the user material subroutine UMAT capability of the finite element

Paulino, Glaucio H.

226

AANP Survey Reveals Lack Of Dialogue Regarding Bleeding Disorder

  Mathematics Websites

Summary: of the potential symptoms, but nearly half of that group have not discussed the symptoms with their healthcare provider. The majority of women who reported having one or more symptoms do not recall their healthcare comfortable discussing, but the survey showed that healthcare providers may not be broaching the subject

Belogay, Eugene A.

227

Testing Rabbit Bleeds By Elisa Claire Walczak January 1996

  Biology and Medicine Websites

Summary: gotten an immune response to the peptide and how strong that immune response is by doing ELISAs against peptide conjugated to BSA. By conjugating to BSA, you will eliminate any signal for antibodies generated to KLH during immunization. Protocol: A. Coupling Peptide to BSA You need: · 1 ml of 2 mg/ml BSA in 0.1 M

Mitchison, Tim

228

POINT-BASED COLOR BLEEDING WITH VOLUMES Presented to

  Computer Technologies and Information Sciences Websites

Summary: Gibson The interaction of light in our world is immensely complex, but with mod- ern computers with participating media is exponentially more expensive compared to our traditional polygonal methods. Light and 36 times faster while keeping memory overhead under 5%. iv #12;Contents List of Tables viii List

Wood, Zoë J.

229

An Approach to Point Based Approximate Color Bleeding With Volumes

  Computer Technologies and Information Sciences Websites

Summary: illumination in scenes with participating media is expensive. Light interacts with the parti- cles of a volume volume data elements, obtaining render speeds between 10 and 36 times faster while keeping memory overhead under 5%. 1 Introduction The ability to render scenes with realistic lighting is desirable

Wood, Zoë J.

230

Biomedical companies catch and bleed horseshoe crabs for the pro-

  Environmental Sciences and Ecology Websites

Summary: of pathogenic gram- negative bacteria in injectable drugs and implantable medical and dental devices (Mikkelsen fishery, where horse- shoe crabs are harvested for use as bait for eel (Anguilla rostrata) and whelk, and the need for a superabundance of horse- shoe crab eggs for shorebirds, all of which necessitate


231

No Chemical, Zero Bleed Cooling Tower Water Treatment Process

  Texas A&M University - TxSpace

Summary: to treat the various problems associated with cooling tower water management. For a long time, chromates and chromate compounds were used as very effective water treatment biocides and corrosion inhibitors until EPA determined that the chromates were... synthesized these into a finished engineered product which solves every ~ingle universal problem associated with coo11ng tower water treatment problems worldwide. It is important right now to understand that no single piece of our system, nor any single...

Coke, A. L.

232

Technical Paper ISSN 1997-1400 Int. J. Pavement Res. Technol. 3(5):234-240 Copyright @ Chinese Society of Pavement Engineering

  Materials Science Websites

Summary: to reducing the carbon footprint of in-place concrete, while concurrently increasing the utilization 50 % or more of the Portland cement with fly ash, a significant reduction is achieved in the carbon footprint of the in place concrete. While HVFA mixtures can be proportioned to produce equivalent long term

Bentz, Dale P.

233

Permeable pavement is a system that allows rainwater and runoff to move through the pavement's porous surface to a storage layer below.

  Biology and Medicine Websites

Summary: sewer systems or at capacity water treatment plants that are looking for ways to reduce flows is filtered as it progresses, im proving the water quality of the runoff by removal of solids and other's storm water infrastructure, while removing the threat of ponding or flooding at the onsite installation

Goodman, Robert M.

234

Permanent Deformation of Asphalt Concrete Pavements: A Nonlinear Viscoelastic Approach to Mix Analyses and Design

  University of California eScholarship Repository

Summary: Damage Model: Formulation and Computational Aspects, Computer Methods in Applied Mechanicsdamage model for viscoelasticity and viscoplasticity (39), Desai’s Disturbed State Concept (40), and fracture mechanicsDamage, International Journal of Fracture, Volume 97, 1999. Desai, C.S. , Mechanics

Long, Fenella Margare
2001-01-01

235

Characterization of Effective Built-in Curling and Concrete Pavement Cracking on the Palmdale Test Sections

  University of California eScholarship Repository

Summary: mechanics principles offer a more powerful substitute to Miner’s hypothesis for cumulative damageDamage Modeling . 131 Modeling Size Effect and Initial Slab Cracking . 135 Size Effect. 136 Statistical Size Effect . 137 Fracture MechanicsDamage Falling Weight Deflectometer High-Range Water Reducer (Superplasticizer) Heavy Vehicle Simulator Heavy Weight Deflectometer Longitudinal Crack Linear Elastic Fracture Mechanics

Rao, Shreenath; Roesler, Jeffery R.
2005-01-01

236

Compaction Effects on Uniformity, Moisture Diffusion, and Mechanical Properties of Asphalt Pavements

  Texas A&M University - TxSpace

Summary: to the compaction pattern and the sequence of different compaction equipment. More importantly, the efficiency of compaction (reducing air voids) at a point was found to be a function of the location of this point with respect to the compaction roller width...

Kassem, Emad Abdel-Rahman Ahmed
2011-08-08

237

BLIMP Concept • Features BLIMP lane Signal In-Pavement Lights Bus detection

  CiteSeer

Summary: = Lane open to general purpose traffic = Lane open to bus only Lane-use control signals BLIMP EndDISCLAIMER NOTICE This document is disseminated under the sponsorship of the United States Department of Transportation, Federal Transit Administration, in the interest of information exchange. The United States Government assumes no liability for the contents or use thereof. The United States Government does not endorse products or manufacturers. Trade or manufacturers' names appear herein solely because they are considered essential to the contents of the report. REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information,

Blimp Start; Karen Giese Pe
2009-01-01

238

Conditions Perfect for Healthy `Hike' Masses Hit the Pavement in 5th Annual

  Biology and Medicine Websites

Summary: was the kind of day that made you happy to be alive, according to honorary run/ walk starter and NFL Hall). features 1 Knowledge of `Rituals' Enhances Workplace Communication 3 Studies of Concussion Go High-Tech 10 dynamics at NIH. The NIH Record is recyclable as office white paper. NFL Hall of Famer Darrell Green kicks

Bandettini, Peter A.

239

Environmental Assessment of Pavement Alternatives: Decision-Making in Light of

  Energy Storage, Conversion and Utilization Websites

Summary: maintenance and rehabilitation · 90 % of work is maintenance, preservation, rehabilitation, recycling environmental sustainability · Applies a "cradle-to-grave" perspective when analyzing products or systems · Measures inputs and outputs of a product or system ­ Example inputs: energy, water, materials ­ Example

Handy, Susan L.

240

Investigation of Noise and Durability Performance Trends for Asphaltic Pavement Surface Types: Three-Year Results

  University of California eScholarship Repository

Summary: properties, distresses, traffic, and weather conditions on soundreducing properties in terms of 1,000-Hz and 2,000-Hz soundSound Intensity .. 91 Table 7.1: BWC Section Locations.. 113 Table 7.2: Physical Properties

Lu, Qing; Kohler, Erwin R.; Harvey, John T; Ongel, Aybike
2009-01-01

241

Evaluation of geogrids for stabilising weak pavement subgrade Xiaochao Tang1

  Engineering Websites

Summary: by measuring surface rutting at various trafficking stages. The analysis reveals a strong relationship between over the subgrade and consequent reduction in vertical subgrade deformation (Love 1984, Hass et al

Palomino, Angelica M.

242

ACCELERATED PORTLAND CEMENT CONCRETE PAVEMENT PATCHING (Tollway BDE) Effective: July 16, 2010

  Engineering Websites

Summary: ) ..........................................................1027.01 (l) Calcium Chloride (Note 6 of the slab. Note 6. The calcium chloride accelerator, when permitted by the Tollway, shall be Type L (Liquid) with a minimum of 32.0 percent by weight of calcium chloride." #12;EQUIPMENT Equipment for any precast patching


243

MODELING OF HYDRONIC AND ELECTRIC-CABLE SNOW-MELTING SYSTEMS FOR PAVEMENTS

  Energy Storage, Conversion and Utilization Websites

Summary: of the Graduate College of the Oklahoma State University in partial fulfillment of the requirements for the Degree _______________________________________________ _______________________________________________ _______________________________________________ Dean of the Graduate College - ii - #12;ACKNOWLEDGEMENTS First, I wish to thank my advisor Dr. Jeffery Spitler for his constructive guidance. His intelligent insights have given me a new perspective. Without


244

Evaluation of I-10 Pomona (07-181304) Long-Life Pavement Rehabilitation Costs

  University of California eScholarship Repository

Summary: Upgrade/New Guardrail/ Barriers Safety Other Safety Upgradessafety for realignments, left or right turns Analysis analysis lanes Metal Beam Guardrail, Concrete Replacement and upgrade of guardrails Guardrail/Barriers

Harvey, John T; Santero, Nicholas J; G, Mary Fermo
2005-01-01

245

A Method of Generating Pavement Textures Using the Square Packing Technique Kazunori Miyata

  Engineering Websites

Summary: 164-8678, Japan Phone: +81-3-5371-2716 Fax: +81-3-5371-2716 Email: miyata@img.t-kougei.ac.jp / miyatak-8502, Japan Phone: +81-462-73-4925 Fax: +81-462-73-7413 Email: itot@computer.org Kenji Shimada, Mechanical Engineering, Carnegie Mellon University 5000 Forbes Ave., Pittsburgh, PA 15213, USA Phone: +1-412-268-3614 Fax

Shimada, Kenji

246

Evaluating the Effect of Slab Curling on IRI for South Carolina Concrete Pavements

  CiteSeer

Summary: The authors would like to acknowledge Dennis Branham of the SCDOT Surveys Office for his assistance in the operation of the Terrestrial Laser Scanner. The contents of this report reflect the views of the authors who are responsible for the facts and the accuracy of the data. The contents do not necessarily reflect the official views or policies of the State or Federal Highway Administration. This report does not constitute a standard,

Andrew M. Johnson; Bryan C. Smith; Wei Hong Johnson; Luke W. Gibson
2010-01-01

247

Effects of pavement markings on vehicle paths in a dual left turn

  Texas A&M University - TxSpace

Summary: at Texas . . . . . . . . . 45 Chi -Square Test for Indi vidual Vehicl e Paths Southbound Gessner at Westheimer, Inner La ne 51 12 Chi-Square Test for Indi vidual Vehic1 e Paths Southbound Gessner at Westheimer, Outer Lane 53 13 Chi-Square Test... for Individual Vehicle Paths Northbound Gessner at Bellaire, Inner Lane 55 14 Chi-Square Test for Individual Northbound Gessner at Bellaire Vehicle Paths , Outer Lane 57 15 Chi-Square Test for Indi vidual Eastbound University at Texas, Vehicle Paths...

Simmons, Kathryn Fitzpatrick
1984-01-01

248

PRECAST REPLACEMENT OF CONCRETE PAVEMENT SLABS (Tollway) Effective: March 30, 2009

  Engineering Websites

Summary: the length of the patch is no longer than 6'-0", the width between existing longitudinal joints is measured receive a standard precast slab, the widths between existing longitudinal joints shall be measured by the Contractor under maintenance of traffic provided by the Contractor. The Contractor's width measurements shall


249

State Report Questions Fall 2010 NCC Meeting 1. Briefly summarize your current pavement smoothness requirements.

  Engineering Websites

Summary: been working on a combined ride specification for both surfaces. A majority of the projects have been, we did 6 pilot "ghost" specification projects with the combined spec. The intent instead of bumps and dips). In 2010, we did 6 pilot projects with the combined specification. This year


250

EVALUATION OF IN-SITU VARIABILITY OF CONCRETE PAVEMENT THICKNESS AND

  Energy Storage, Conversion and Utilization Websites

Summary: and NDT data ·Propose methods for recommending thickness measurement sample spacing #12;Thickness as Hwy 1, Hwy 2, and Hwy 3. #12;Concrete Cores #12;Ultrasonic Tomography #12;Sample Spacing and Length Each JPCP was evaluated according to three different sampling protocols: NDT 15 ft. Spacing +1000 ft

Minnesota, University of

251

FREE-FORM ANISOTROPY: A NEW METHOD FOR CRACK DETECTION ON PAVEMENT SURFACE IMAGES

  Physics Websites

Summary: ) longitudinal crack, (b) transversal crack, (c) alligator crack. The paper is organized as follows: In section 2 consisting in separating different crack types (longitudinal, transversal and alligator). Most of approaches

Paris-Sud XI, Université de

252

National Concrete PavementTechnology Center 2711 South Loop Drive, Suite 4700

  Engineering Websites

Summary: not discriminate on the basis of race, color, age, religion, national origin, sexual orientation, gender identity to the Director of Equal Opportunity and Diversity, (515) 294-7612. #12;Table of Contents 1. INTRODUCTION


253

Pavement Through the Prairie, Wheels in the Wetlands: The battle over a road in Lawrence, Kansas

  University of Kansas - KU ScholarWorks

Summary: Administration and State Highway Commission of Kansas, Draft Environmental Impact Statement, 1974 Project No. 59-23 F-DP-067-2. S-7. 1 5 Burdett Loomis, "Lawrence Politics: Three Themes, Four Notions and a Handful of Stories." Embattled Lawrence: Conflict... and autonomy in the smartest and most-planned fashion possible. This attitude is embedded in all 19 Guide for Growth. 1. Ibid. Ibid. Ibid. 22 Draft Environmental Impact Statement, 30. 2 3 Committee, "Third Community Forum Review of Strawman Plan," 10...

Heiman, Kelly
2012-04-01

254

A study of the theories of structural design of rigid airfield pavement

  Texas A&M University - TxSpace

Summary: ' roister ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 324 " ~ 91K"ary of ASMptions ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 324. P, ~ Critical DiscnBQion of ABBlzptions ~ ~ ~ ~ ~ ~ ~ 325 D m~a ~ " '+~c v ~ ' ~ ~ ~ o ~ ~ ' v o ~ ' ~ ~ o ~ ~ ~ ~ ~ ~ ~ o lr 8 1 o i3l...SQSX'g Of ASSglgCicnS ~ r r o ' ~ o ~ ~ o ~ ~ ~ ~ o 128 . 2o QF14icsl Discllssics of AsschpQccls o ~ ~ ~ ~ ~ ~ ~ 128 , V VMS''~Q) LL'PND (. P '. ?HOCEb&ii XH BESXQIXN9 CGHCR1'8 kRX4LQ PAV~S ~ ~ r 'o ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Ar A BQXSQC@l Dcsi...

Khuri, Fuad Ilyas
1952-01-01

255

The development of correlations between HMA pavement performance and aggregate shape properties

  Texas A&M University - TxSpace

Summary: for mixes used in these projects was created. Statistical analysis was conducted to correlate HMA performance parameters to volumetric and aggregate shape characteristics. The results show the dominant effect that aggregate shape properties have on HMA...

McGahan, Jeremy
2006-04-12

256

A Robust Bayesian Fusion Algorithm for Lane and Pavement boundary detection

  Engineering Websites

Summary: by fusing information from both optical and radar images acquired with the sensor system mounted on the top of the host vehicle. The boundaries are described with concentric circular models. The optical and radar boundary detection problem is posed in a Bayesian framework and a maximum a posteriori (MAP) estimate

Hero, Alfred O.

257

PAVEMENT PREDICTION PERFORMANCE MODELS AND RELATION WITH TRAFFIC FATALITIES AND INJURIES

  Computer Technologies and Information Sciences Websites

Summary: some evolution laws. Then, a short bibliographical study allowed the comparison of the results obtained part, the texture data were compared to accidents data in view of finding a relation between them. The difficulty of safety studies lies in the fact that skid resistance data rarely fit to accident data

Boyer, Edmond

258

Evaluation of the existing performance models used for pavement management by the Texas Department of Transportation

  Texas A&M University - TxSpace

Summary: working satisfactorily and which needed to be modified. The performance models for ride quality (serviceability index for FPS-19), shallow rutting, deep rutting, and alligator cracking, which are the fundamental performance measures of the flexible...

Mukherjee, Biswajit
1998-01-01

259

Influences of eolian and pedogenic processes on the origin and evolution of desert pavements

  Engineering Websites

Summary: - to two--panicle.thick layer ofclosely packed, angu· lar to subrounded gravel. are one of the more, and occur above a relatively gravel·frcc layer in ·which a moderately to strongly developed soil has formed of varnish and the presence of or· ganic carbon in varnish coatina gravel of pave,.. mcnts have proved

Ahmad, Sajjad

260

Bridging the Gap between Network and Project Selection Levels in Pavement Management

  Texas A&M University - TxSpace

Summary: . The research revealed there is little agreement between the output of PMIS’s Needs Estimate tool and actual construction projects. Possible reasons for this disagreement include the inability of PMIS’s Needs Estimates to consider the decision makers...

Gurganus, Charles Felder
2011-08-08

261

FIELD AND COMPUTER SIMULATION EXPERIMENTS ON THE FORMATION OF DESERT PAVEMENT

  Engineering Websites

Summary: *, ANTHONY J. PARSONS2 AND ATHOL D. ABRAHAMS3 1 Department of Geography, King's College London, Strand, London, WC2R 2LS, UK 2 Department of Geography, University of Leicester, University Road, Leicester, LE1 7RH, UK 3 Department of Geography, State University of New York, Buffalo, NY 14261, USA Received 3

Ahmad, Sajjad

262

Investigation of Noise and Durability Performance Trends for Asphaltic Pavement Surface Types: Three-Year Results

  University of California eScholarship Repository

Summary: Mix Type Rubber Inclusion MPD (micron) Presence of FatigueRubber Inclusion IRI (m/km) MPD (micron) BPN Surface Thickness (mm) Presence of FatigueRubber Inclusion IRI (m/km) MPD (micron) BPN Surface Thickness (mm) Presence of Fatigue

Lu, Qing; Kohler, Erwin R.; Harvey, John T; Ongel, Aybike
2009-01-01

263

International Journal of Road Materials and Pavement Design. V.5., 4, pp. 435-452, 2004.

  Engineering Websites

Summary: Resistance of Asphalt Rubber Mix Versus Hot-Mix Asphalt Michael Mamlouk* and Barzin Mobasher** *Professor 85287, U.S.A. Mamlouk@asu.edu Barzin.mobasher@asu.edu ABSTRACT: Laboratory beam fatigue tests were performed to evaluate the intermediate- and low-temperature fatigue cracking parameters of typical ARM

Mobasher, Barzin

264

Study of the asphalt pavement damage through nondestructive testing on overweight truck routes

  Texas A&M University - TxSpace

Summary: testing as GPR and FWD test. The K6 and K7 lanes were divided on 56 and 50 FWD stations, respectively. In addition, it was taken AC core samples to be tested with frequency sweep test. All these information assisted to analyze: the route profile, layers...

Ramos-Aparicio, Sonia Ines
2004-09-30

265

In-place engineering properties of recycled and stabilized pavement layers

  Texas A&M University - TxSpace

Summary: of the sections included visual condition assessment, structural strength testing with falling weight deflectometer (FWD) and Dynaflect, Dyna@c Cone Penetrometer (DCP) testing and Ground Penetrating Radar (GPR). In general, describe the following: ) Comparison...

Syed, Imran Majidali
1997-01-01

266

Project Information Form Project Title Evaluation of the Combined Effect of Recycled Asphalt Pavement (RAP),

  Energy Storage, Conversion and Utilization Websites

Summary: different sources blend differently with the age-hardened oxidized binder in RAP and RAS. There are concerns and measuring the rheological properties of the blended binders without extraction and recovery of the aged

California at Davis, University of

267

Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Storm-Water

  Environmental Management and Restoration Websites

Summary: and redevelopment projects are one watershed-based strategy that can both mitigate impacts for new development and reverse impacts in areas with redevelopment. Surface infiltration capacity and frost penetration were. Observed hydrologic response resembled shallow depth groundwater drainage, as is the goal for low-impact


268

Fiber in Continuously Reinforced Concrete Pavements 6. Performing Organization Code 7. Author(s)

  CiteSeer

Summary: fiber reinforcement may have in improving its performance; (2) Perform field investigations in order to verify constructability and workability of fibers in CRCP construction; (3) Perform frequent monitoring to evaluate the effect of fibers on crack spacing, crack width, and spalling development; (4

Dr. Kevin Folliard; David Sutfin; Ryan Turner; David P
2006-01-01

269

1. Hot-mixed Asphaltic Concrete Pavement. 2. Field Quality Control.

  CiteSeer

Summary: Contractor, certifying that each material item complies with, or exceeds, specified requirements. 2. Provide independent testing laboratory reports on aggregates and asphalt for sieve analysis, wear abrasion and other characteristics. C. Design Mix: For each job mix to be used. D. Material Test Reports: For

Weed Control; C. References; A. Weed; Control Products

270

A four-point bending test for the bonding evaluation of composite pavement

  Physics Websites

Summary: of interface (concrete / asphalt and asphalt / concrete) are tested in static conditions. Different failure, the existing vertical crack through the cement concrete layer combined to environmental and traffic loadings cracking phenomenon through asphalt overlay or corner cracks in concrete overlay. This paper deals

Paris-Sud XI, Université de

271

Caltrans Partnered Pavement Research Program (PPRC) Summary Report: Four Year Period: 2000–2004

  University of California eScholarship Repository

Summary: Version 2.3, 3D Finite Element software program, RigidFinite element modeling of slabs containing dowels was performed using modifications to the softwareFinite element modeling of slabs containing dowels Evaluate the use of HIPERPAV by Caltrans as follows: 1. Software

Harvey, John T; Monismith, Carl L.; Nokes, William; Coetzee, N. F
2006-01-01

272

Life Cycle Assessment of Pavements: A Critical Review of Existing Literature and Research

  University of California eScholarship Repository

Summary: 17. Metal leachate test results and drinking water allowable17. Metal leachate test results and drinking water allowabletests generally remained below [effective concentration] limit values for drinking water” (

Santero, Nicholas
2010-01-01

273

Laboratory Evaluation of Corrosion Resistance of Steel Dowels in Concrete Pavement

  University of California eScholarship Repository

Summary: casting. 14 Figure 8. Electrical connections made to the stainless steelstainless steel hollow.. 9 Figure 4. Preparation of dowels before castingstainless steel hollow. Figure 4. Preparation of dowels before casting

Mancio, Mauricio; Carlos, Cruz Jr.; Zhang, Jieying; Harvey, John T; Monteiro, Paulo J. M.; Ali, Abdikarim
2005-01-01

274

Life-Cycle Environmental and Economic Assessment of Using Recycled Materials for Asphalt Pavements

  University of California eScholarship Repository

Summary: kg] Processes (Equipment) Materials Transportation Materialsmaterial transportation distances and modes • on-site construction equipment (Materials and Volumes Used in Case Study Life Cycle Energy Consumption [MJ] Energy [MJ] Processes (Equipment) Materials Transportation

Horvath, Arpad
2003-01-01

275

Validation and development of guidelines to select MRR strategies for rigid pavements

  Texas A&M University - TxSpace

Summary: focus of each step of the decision process was developed. Two on-site interviews were performed with SHAs with the purpose of collecting data of two actual MRR highway projects and developing two case studies. The developed case studies illustrate...

Herrera, Edgar Efren
2001-01-01

276

An analysis of some properties of paving asphalts in Texas as they relate to pavement performance

  Texas A&M University - TxSpace

Summary: I cC ! 0 0 IC CL 0 5- Cl cC ff- 0 5- CJ CL 0 IIS 5- I cC Cl '0 0 0 V CJ W CS 0 IPP Cl ff- 5- CP CP Ig ff- Cl CL ISI LJ /IS ft- 5- CI CC IPP Cl I/I 3 CP CP CC X ff- CI Clf 0 b L/I Cf LJ 5 CP CC Cl... of this document. TABLE OF CONTENTS ABSTRACT DEDICATION . ACKNOWLEDGEMENTS LIST OF TABLES LIST OF FIGURES CHAPTER INTRODUCTION BACKGROUND . DEVELOPMENT RELATED STUDIES 2 DESIGN OF THE INVESTIGATION GENERAL 3 DATA ANALYSIS GENERAL INFORMATION...

DuBose, Emmett Haygood
1980-01-01

277

A more comprehensive life cycle cost analysis of pavement materials alternatives

  MIT - DSpace

Summary: Life Cycle Cost Analysis (LCCA) is a commonly used tool in analyzing the economic viability of highway construction investments. The initial and life-cycle materials costs associated with highway construction involve a ...

Dunn, William Colby
2014-01-01

278

Influence of relative surface age on hydraulic properties and infiltration on soils associated with desert pavements

  Engineering Websites

Summary: over relative time impacts the hydraulic properties of individual soil peds and the mechanismInfluence of relative surface age on hydraulic properties and infiltration on soils associated structured soil surface with greater potential flow between soil peds and lower hydraulic conductivity

Ahmad, Sajjad

279

Measurements of pavement condition and estimation of maintenance and rehabilitation costs using statistical sampling techniques

  Texas A&M University - TxSpace

Summary: of the confidence band on F(X), Sn(X) = empirical cumulative distribution, and K( 1 q) = (1-a) percentile of the Kolmogorov-Smi rnov test statistic. Figure 3 shows graphically how the band is constructed. 17 U(x)=S?(x)+K(l ~) 4) O C OP tJ Cl CL I I I... and the five percent sample data, 100 T percent confidence limits for p are: L I-T /2], [2 X, 2 n-X+I ] L(I-T)/2], (2 X, 2(n-X+I)] (4) 19 U ? 1 /2], 2 X+1, 2 n-X ] [(1+V)/2], [Z(X+1), 2(n-X) ] (5) Tables 2, 3, 4, and 5 set out the confidence intervals...

Templeton, Connie Jill
1983-01-01

280

Effectiveness of vertical moisture barriers in highway pavements on expansive soils

  Texas A&M University - TxSpace

Summary: DEVELOPMENT. . . Serviceability Index (SI) International Roughness Index (IRI). . Maximum Expected Bump Height (BH). . . . 58 80 80 82 82 84 84 86 87 88 90 90 97 97 101 106 118 118 119 119 TABLE OF CONTENTS (Continued) COMPARISON... Measurements at Seguin, IH 10. . . 169 Maximum Expected Bump Height Measurements at Seguin, IH 10. . . . 170 Serviceability Index Measurements at Converse, FM 1516. . . . . . . . 170 44. International Roughness Index Measurements at Converse, FM 1516. 171...

Jayatilaka, Ranasinghege
1993-01-01

281

Evaluation of pavement base and subgrade material properties and test procedures

  Texas A&M University - TxSpace

Summary: and less expensive method of obtaining the resilient properties K, to K, and the strength parameters cohesion, C, and the angle of internal friction, $, of base and subgrade materials. This was done by developing prediction equations which use easy... to obtain material properties and by developing a modified Texas triaxial test procedure which can be used to obtain both the strength and resilient properties of these materials. Four fine grained soils, sand, lean clay, fat clay and silt and five base...

Titus-Glover, Leslie
1995-01-01

282

[ ]April 2013 Thickness is currently a pay item for portland cement concrete (PCC) pavements

  Environmental Sciences and Ecology Websites

Summary: the measurements, such as vehicles, steel toe boots, or dowel bars. A ruggedness study will be performed, such as the nuclear density gauge for HMA roadway density or compression testing of cast cylinders for PCC roadway

Harms, Kyle E.

283

A new NDT tool for pavement evaluation: Step-Frequency GPR

  Engineering Websites

Summary: -GPR Advantages Wide detection range (0 to 20+ ft) Full coverage of a lane in 2 passes Continuous calibration detection (voids, objects) Material property variations · HMA density variations · In consistencies in PCC mix · Material degradation Moisture detection Cover depth detection #12;GPR testing #12;Impulse vs


284

Project Summary Report 0-4382-S 1 The University of Texas at Austin

  Energy Storage, Conversion and Utilization Websites

Summary: indi- cator from the sensitivity study has been compared with the measured variability of pavement pavements in Texas and other states. ·Sensitivity analysis of concrete pavement thickness based on various thickness sensitivity to pavement life by using the AASHTO equation is illustrated in Figure 1. The pavement

Texas at Austin, University of

285

A program to design asphalt concrete overlays to mitigate reflection cracking

  Texas A&M University - TxSpace

Summary: One of the major concerns for pavement engineers is that many pavements considered structurally sound after being overlaid exhibit a cracking pattern similar to the existing pavement. The new overlay cracks because of its inability to withstand...

Satyanarayana Rao, Sindhu
2002-01-01

286

Peer Review Plan Date: 11/1/2012

  Environmental Sciences and Ecology Websites

Summary: Associated with Coal-Tar- Sealed Pavement. Subject and Purpose: Use of pavement sealants containing coal tar (PAHs) in settings near coal-tar-sealed pavement. The assessment found that the estimate of excess

Torgersen, Christian

287

PROJECT MANUAL FOR: Parking Maintenance FY 2014

  Environmental Sciences and Ecology Websites

Summary: ..........................................................................................................01700 Division 2 ­ Site Construction Removal of existing Pavement, Concrete Curb, Sidewalk, Driveway ...............................................................................................................02235 Asphalt Concrete Pavement ............................................................................................................02910 Division 3 ­ Concrete Portland Cement Concrete

Dyer, Bill

288

ALEX HAK-CHUL SHIN (shin@lsu.edu)

  Engineering Websites

Summary: PCC Pavements Containing Fly Ash and Slag, ASCE Journal of Transportation Engineering , Vol. 138, No, Thermal Conductivity of Ternary Mixtures for Concrete Pavements, Cement and Concrete Composites (ELSEVIER

Cai, Steve C. S.

289

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: ), Global Positioning System (GPS), Equivalent Single Axle Load (ESAL). 18. Distribution Statement Pavement Database (RPDB), i-Button, Pavement Management Information System (PMIS), Continuously Reinforced

Texas at Austin, University of

290

144 Rev. Int. de Desastres Naturales, Accidentes e Infraestructura Civil. Vol. 12(1) REFUERZO DE PAVIMENTOS SOBRE ARCILLAS EXPANSIVAS1

  Environmental Management and Restoration Websites

Summary: of longitudinal cracks induced in pavements constructed over highly plastic, expansive clay subgrades. Overall of the relevant soil-reinforcement properties. Keywords: expansive clays, geosynthetics, pavements, reinforcement

Zornberg, Jorge G.

291

Regulation of endometrial repair and its impact on heavy menstrual bleeding 

  Edinburgh, University of - Research Archive

Summary: Introduction: The human endometrium has a remarkable capacity for efficient cyclical repair following the inflammatory process of menstruation. Defective postmenstrual repair may contribute to the common complaint of ...

Maybin, Jacqueline Ann
2011-11-25

292

Int J Hematol . Author manuscript von Willebrand factor: at the crossroads of bleeding and thrombosis

  Computer Technologies and Information Sciences Websites

Summary: at a concentration of 5 10 g/ml. VWF is also­ located in platelet -granules, in Weibel-Palade bodies of endothelial cells, and in the subendothelium. During vessel injury, VWF acts as a molecular bridge between platelets and exposed components of the subendothelium, allowing the formation of the platelet thrombus .[1 ] The role

Boyer, Edmond

293

Von Willebrand factor: At the crossroads of bleeding and thrombosis Ccile V. Denis 1,2

  Computer Technologies and Information Sciences Websites

Summary: that circulates in plasma at a concentration of 5­10 µg/ml. VWF is also located in platelet -granules, in Weibel bridge between platelets and exposed components of the subendothelium, allowing the formation of the platelet thrombus [1]. The role of VWF is particularly important at high shear rates, as VWF is the only

Boyer, Edmond

294

A Wireless Lab-in-a-Pill Biosensor for Rapid Detection of Gastrointestinal Bleeding

  Materials Science Websites

Summary: takes the form of a swallowable capsule that can detect the fluorescent tracer dye fluorescein in blood Blood Loss . . . . . . . . . . . . . . . . . . . . . 4 1.2.2 Prior Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 2.2 Pharmacokinetics of an Intravenous Tracer . . . . . . . . . . . . . . . 13 2.3 Blood Tracer


295

Development of a Pavement Maintenance and Rehabilitation Project Formation and Prioritization Methodology that Reflects Agency Priorities and Improves Network Condition

  Texas A&M University - TxSpace

Summary: Methodical maintenance and renewal of infrastructure systems is critical due to the rapid deterioration of infrastructure assets under increasing loads and environmental effects and the scarcity of resources allocated for their preservation. A...

Narciso, Paul John Ross
2013-07-22

296

Electrochemical assessment and service-life prediction of mechanically stabilized earth walls backfilled with crushed concrete and recycled asphalt pavement

  Texas A&M University - TxSpace

Summary: A Mechanically Stabilized Earth (MSE) wall is a vertical grade separation that uses earth reinforcement extending laterally from the wall to take advantage of earth pressure to reduce the required design strength of the wall. MSE wall systems...

Esfeller, Michael Watts, Jr.
2009-06-02

297

buffer zones, demarcated by pavement markings or physical barriers. Such separation is intended to allow less interrupted traffic flows and

  Engineering Websites

Summary: with a summary of concluding remarks and future research plans. PREVIOUS STUDIES Previous studies on the safety. The objective of this study is to understand the effect of different types of HOV access on safety. To that end the safety performance between different types of HOV facilities (1­5). Cooner and Ranft conducted a before

California at Berkeley, University of

298

Asphalt Pavement Aging and Temperature Dependent Properties through a Functionally Graded Viscoelastic Model, Part-II: Applications

  Mathematics Websites

Summary: products obtained through fractional distillation of crude oil or petroleum. Due to its organic nature - Mirza and Witczak [5] refers to them as short term hardening, which occurs during the mix production

Paulino, Glaucio H.

299

Road Materials and Pavement Design. Volume X No. X/2001, pages 1 to n Towards a novel framework for handling

  Physics Websites

Summary: applications to enable and automate cross-organization collaboration in order to create new value added value added services and form inter- organizational extended enterprises. In this context, SLAs-to-provider relationships can hold in cross-organizational enterprise. The aim is to define a framework to assist business

Paris-Sud XI, Université de

300

MONITORING OF ARTIFICIAL DEFECTS WITHIN A PAVEMENT STRUCTURE WITH A NDT METHOD BASED ON A MECHANICAL IMPACT

  Computer Technologies and Information Sciences Websites

Summary: or transversal direction) have been created artificially, using different techniques (sand, textile, absence, using different techniques (sand, textile, absence of tack coat). The construction has been carried out, with a textile interface, located in and outside the wheel path. Table 1. Characteristics of the different

Boyer, Edmond

301

SHR-A-410 Superior Performing Asphalt Pavements (Superpave)'. The Product of the SHRP Asphalt Research Program

  CiteSeer

Summary: key words: aggregate asphalt binder asphalt cement asphalt modifier bending beam rheometer direct tension dynamic shear rheometer gyratory compaction hot mix asphalt indirect tensile test device performance grade pressure aging vessel quality control shear test device

Thomas W. Kennedy; Gerald A. Huber; Edward T. Harrigan; Ronald J. Cominsky; Charles S. Hughes; Harold Von Quintus; James S. Moulthrop
1994-01-01

302

Effects of a porous pavement with reservoir structure on the quality of runoff water and soil. Sci. Total Environ

  CiteSeer

Summary: pervious asphalt for the most part, and at the level of the geotextile layer separating the structure from the underlying soil for a small part. This soil does not appear significantly contaminated even after the 4-year period during which the structure has been in operation. Keywords: Stormwater; Runoff

M. Legret; V. Col; C. Le Marc
1996-01-01

303

Reliability of Pavement Structures using Empirical-Mechanistic Models J. A. Prozzi, Ph.D. (corresponding author)

  Engineering Websites

Summary: cpc1 ) c0 : initial serviceability value c1 : serviceability level at which a test section.D. (corresponding author) Assistant Professor University of Texas at Austin Dept. of Civil Engineering 1 University@mail.utexas.edu Vishal Gossain Graduate Research Assistant University of Texas at Austin Dept. of Civil Engineering 1

Manuel, Lance

304

Full-Depth Pavement Reclamation with Foamed Asphalt: First-Level Analysis Report on HVS Testing on State Route 89

  University of California eScholarship Repository

Summary: Problems with the MDD permanent displacement readings prevented any analysis to determine the origin of the plasticProblems with the MDD permanent displacement readings prevented any analysis to determine the origin of the plasticProblems with the MDD permanent displacement readings prevented any analysis to determine the origin of the plastic

Theyse, Hecter; Long, Fenella; Jones, David; Harvey, John T
2006-01-01

305

Road Materials and Pavement Design. Volume X No. X/2001, pages 1 to n Synchrotron X-Ray microtomography: a

  Computer Technologies and Information Sciences Websites

Summary: **** *European Synchrotron Radiation Facility 6, rue Jules Horowitz 38043 Grenoble cedex, France boller radiation Facility (ESRF), and more particularly those of the ID19 beamline, devoted to imaging, surface versus bulk, order versus disorder), with extremely high sensitivity. Their synchrotron radiation

Boyer, Edmond

306

A study of certain elastic and plastic strains induced in flexible pavement systems by repetitive wheel loads

  Texas A&M University - TxSpace

Summary: LOADS A Thesis By KIRBY T. NEYER Approved as to style and content by: (Chairman of Committee) (Head of Depar ent) January, 1959 Grateful acknowledgement is expressed to Mr. Spencer J. Buchanan, Professor of Soil Mechanics and Foundations... paragraph have been verified in recent years by laboratory tests such as those by Khuri (7), Werner (8) ~ Spencer (9), and Seed and Associates (10). Repetitive triaxial tests were made of a lean clay by Khuri, of a uniformly-graded sand (Ottawa sand...

Meyer, Kirby Thomas
1959-01-01

307

Porous Asphalt Pavement for Stormwater Management The UNH Stormwater Center Web: www.unh.edu/erg/cstev/

  Environmental Management and Restoration Websites

Summary: , Maintains Recharge Capacity When Frozen 6. Allows for Reduced Salt and Sand Usage Due to Low/No Black Ice Hour · Recommended Drainage Time of 24-48 Hours · Sub-Drains Should be Used Where Proper Drainage May


308

USE OF DISTRIBUTED FIBER OPTIC SENSORS TO DETECT DAMAGE IN A Xavier Chapeleau

  Physics Websites

Summary: detection in the asphalt pavements by embedded fiber optics as a new non-destructive inspection technique was made to link strain changes with the appearance of damage (cracking) in the pavement. This non-destructive method was evaluated on the IFSTTAR accelerated pavement testing facility, in a bituminous pavement

Paris-Sud XI, Université de

309

Project Information Form Project Title Reduction of Lifecycle Green House Gas Emissions From Road

  Energy Storage, Conversion and Utilization Websites

Summary: of the art in modeling and analysis of pavement life cycle assessment, with particular emphasis on life cycle-October 2014 which will bring together an international community of stakeholders and experts in pavement LCA for pavement LCA to reduce GHG emissions and inform pavement management policy. The white paper will also

California at Davis, University of

310

Heparin Bridging Therapy and bleeding events in octogenarians inpatients with atrial fibrillation starting anticoagulation: Results of an ancillary study

  Physics Websites

Summary: -Claude Bernard Hospital, Department of Epidemiology, Biostatistics and Clinical Research, Paris, France; 2 AP-HP, Bichat-Claude Bernard Hospital, Department of Cardiology, Paris, France; 3 Univ Paris Diderot, Sorbonne, Paris, France; 6 Angers Hospital, Department of Geriatrics, Angers, France ; 7 AP-HP, Bichat

Paris-Sud XI, Université de

311

IV. HEMOGLOBIN INJECTIONS AND CONSERVATION OF PIGMENT BY KIDNEY, LIVER AND SPLEEN THE INFLUENCE OF DIET AND BLEEDING

  CiteSeer

Summary: Our interest in the conservation of hemoglobin in anemia has been touched upon in the first paper of this series. Having demonstrated that injected hemoglobin was completdy conserved in experimental anemia (9), we wished to understand the mechanism of this reaction and its rdated internal body metabolism. That the liver and spleen played significant r61es in this conservation was to be anticipated but the importance of the kidney, unexpected as it was, comes out dearly in the experiments tabulated below. We now fed that it can be stated with confidence that the kidney must rate in importance dose to the liver and spleen in rdation to hemoglobin conservation under certain conditions. This applies particularly to various types of hemoglobinemia which approach the minimal renal threshold levels as established in Paper I. When a considerable number of daily hemoglobin intravenous injections are given dose to or above the minimal renal threshold we find abundant deposits of iron staining (hemosiderin) pigment in the kidney, liver and spleen. From the amount of such pigment in the liver and spleen however, one cannot estimate even approximately the total amount of hemoglobin injected. In the kidney if the daily hemoglobin injections are continued at a levd below the minimum or depression or glomerular threshold (Paper I) we find no hemosiderin in the epithelium of the convoluted tubules even though 48 to 54 gin. hemoglobin be given over a considerable period (3 months) (Dogs

V. Newman; George; H. Whipple
1932-01-01

312

Road Materials and Pavement Design, 2013 Vol. 14, No. S2, 5778, http://dx.doi.org/10.1080/14680629.2013.812838

  Engineering Websites

Summary: of asphalt mixture and do not account for quasi-brittle behaviour of asphalt concrete. Furthermore, TCModel of Illinois, Urbana, IL 61801, USA Low-temperature cracking (LTC) is a major distress and cause of failure

Paulino, Glaucio H.

313

Rutting Performance of Airport Hot-Mix Asphalt Characterized by Laboratory Performance Testing, Full-Scale Accelerated Pavement Testing, and Finite Element Modeling

  Texas A&M University - TxSpace

Summary: .............................................................................................................. 115 Temperature measurements ................................................................................ 118 Rutting performance ........................................................................................... 120 Forensic evaluation... Rutting performance ........................................................................................... 128 Forensic evaluation ............................................................................................ 131 Comparison of Field...

Rushing, John Ford
2014-04-25

314

AUTOMATED REAL TIME PAVEMENT MARKING RETROREFLECTIVITY MEASUREMENTS Norbert H. Maerz, University of Missouri-Rolla, 1006 Kingshighway, Rolla MO, 65409-0660, USA. Tel: (573) 341-

  Engineering Websites

Summary: ) 341-4368, e-mail: norbert@umr.edu. Bill Swindall, Roadware Corporation, 147 East River Road, Paris Davies, Potters Industries Inc, 600 Industrial Blvd, Carlstadt, NJ, 07072, USA. Tel: (201) 507-4227, Fax of this paper would like to thank Roadware Corporation (Gil Boettcher and Paul Bongers) and Potters Industries

Maerz, Norbert H.

315

Development of statistical wet weather model to evaluate frictional properties at the pavement-tire interface on hot mix asphalt concrete

  Texas A&M University - TxSpace

Summary: these properties through an effective testing and monitoring program. Research studies have indicated that current testing protocol for pre-qualification of aggregates being used by DOT's is tenuous and needs definitive evaluation. The validity of some tests...

Bedi, Harpreet
2001-01-01

316

During last decades, a lot of research has been aimed at mechanical characteristics improvements of materials and roads pavements, taking into account traffic requirements

  Physics Websites

Summary: for the initial construction. Besides, environmental impacts linked to roads are still seen today throughout regulation and focused on the use phase. Regulation imposes environmental impact studies (EIE) mainly environmental assessment method, which has been developed for products manufacturing improvement by USA chemical

Paris-Sud XI, Université de

317

Modeling runoff response of pervious pavement systems at a catchment scale O. Epshtein1, L. Turnbull2, and S. Earl2

  Environmental Sciences and Ecology Websites

Summary: to TIN breaklines (Fig 6), and for MAHLERAN input file calculations (primarily in determining friction percentages, final infiltration rates (ksat), soil thickness (effective depth to wetting front), friction

Hall, Sharon J.

318

Investigation of the benefits of carbonate cementation due to addition of low percentage of hydrated lime in the base courses of pavements

  Texas A&M University - TxSpace

Summary: triaxial strength, atterberg limit testing, scanning electron microscopy examinations, resilient moduli determination of the materials in the lab and in the field. Caliche and limestone base materials stabilized with either I or 2 percent hydrated lime were...

Bhuiyan, Jasim Uddin
1994-01-01

319

Calibration of Incremental-Recursive Flexible Damage Models in CalME Using HVS Experiments

  University of California eScholarship Repository

Summary: concrete and asphalt-rubber hot mix overlays at moderate temperatures: Accelerated pavement testingconcrete and asphalt-rubber hot mix under different wheels, tires, and temperatures: Accelerated pavement testingtesting; An ability to model partial bonding between asphalt concrete

Ullidtz, Per; Harvey, John; Tsai, Bor-Wen; Monismith, Carl
2005-01-01

320

Project Summary Report 0-5372-S PROJECTSUMMARYREPORT CENTER FOR TRANSPORTATION RESEARCH

  Energy Storage, Conversion and Utilization Websites

Summary: and pavement design, analysis, and performance. APT technology is perfectly suited to address the problem pavement structures to those tested under the TxMLS, expanding the test results to a bigger inference space

Texas at Austin, University of

321

www.cts.umn.edu/careerswww.cts.umn.edu/Education Is a Career in Transportation for You?

  Engineering Websites

Summary: Cognitive psychologist Electrical engineer Human factors scientist or engineer Industrial engineer Construction manager Geotechnical or soil engineer Infrastructure systems engineer Pavement or materials pavements that last longer Manage the construction of new roads Plan harbor needs and maintenance Prepare

Minnesota, University of

322

www.cts.umn.edu/careerswww.cts.umn.edu/Education Is a Career in Transportation for You?

  Engineering Websites

Summary: Electrical engineer Human factors scientist or engineer Industrial engineer Mechanical engineer Safety Construction manager Geotechnical or soil engineer Infrastructure systems engineer Pavement or materials pavements that last longer Manage the construction of new roads Plan harbor needs and maintenance Prepare

Minnesota, University of

323

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: for Highway Pavements in TxDOT 16. Abstract This report evaluates available technology for measuring pavement essential to the object of this report. Engineering Disclaimer NOT INTENDED FOR CONSTRUCTION, BIDDING

Texas at Austin, University of

324

State DOT: California State Report Questions on MEPDG Implementation

  Engineering Websites

Summary: 's status as far as MEPDG Implementation. Caltrans approved the Adoption of ME Pavement Design Method in 2005 to replace the existing empirical design methodology in designing pavements. The adoption of ME


325

Dr.Thomas Van Dam Dr. Peter Taylor

  Engineering Websites

Summary: Authors Dr.Thomas Van Dam Dr. Peter Taylor SUSTAINABLE PAVEMENTS WITH CONCRETE BRIEFING DOCUMENT August 2009 Sustainability Economic Impacts Environmental Impacts Social Impacts BUILDING Concrete Pavement Sustainability Track13: #12;ABOUT THIS DOCUMENT This document is an initial product


326

ANNUAL REPORT FOR JULY 2006 JUNE 2007

  Materials Science Websites

Summary: ........................................................................................................ 5 Director's Message:....................................................................................................... 6 Advisory Committees and Boards:........................................................................................................................... 11 CAIT to Overhaul the NJDOT Pavement Management System................................... 13 CAIT

Neimark, Alexander V.

327

Analysis for design of thick granular bases under heavy aircraft loading

  Texas A&M University - TxSpace

Summary: imposed by moving vehicles. The current design practice is to analyze pavement structures using the layered elastic method with the layer materials modelled as linearly elastic. In the light of recent developments involving material characterization... to improve pavement performance. The two-layer pavement structure with a thick granular base layer is one of the options being investigated to withstand heavy aircraft loads. This thesis is aimed at analyzing pavement structures with the above...

Senadheera, Sanjaya Priyantha
1990-01-01

328

Surface Characteristics Next Generation Grooving and Grinding

  Engineering Websites

Summary: the paving of a test section on US 30 in Tama County, Iowa in 2005. A Next Generation Concrete Surface (NGCS. 17. Key Words 18. Distribution Statement concrete pavement construction test site--concrete pavement surface characteristics--concrete pavement construction test site--next generation concrete surface


329

By-Products Utilization

  Engineering Websites

Summary: Center for By-Products Utilization LONG-TERM PERFORMACE OF HIGH-VOLUME FLY ASH CONCRETE PAVEMENTS-Term Performance of High-Volume Fly Ash Concrete Pavements by Tarun R. Naik Director, Center for By to evaluate the long-term performance of concrete pavements made with high volumes of Class F and Class C fly

Wisconsin-Milwaukee, University of

330

By-Products Utilization

  Engineering Websites

Summary: Center for By-Products Utilization LONG-TERM PERFORMACE OF HIGH-VOLUME FLY ASH CONCRETE PAVEMENTS-TERM PERFORMANCE OF HIGH-VOLUME FLY ASH CONCRETE-PAVEMENTS Tarun R. Naik, Director, UWM Center for By to evaluate the long-term performance of concrete pavements made with high volumes of Class F and Class C fly

Wisconsin-Milwaukee, University of

331

EVALUATION OF A GREEN BIKE LANE WEAVING AREA IN ST. PETERSBURG, FLORIDA

  Energy Storage, Conversion and Utilization Websites

Summary: Notes 16. Abstract This report focuses on colored (green) pavement and accompanying signing used in St in the earlier evaluation of the blue bike lane weaving areas in Portland, Oregon. 17. Key Word colored pavement. #12;v EXECUTIVE SUMMARY This report focuses on colored (green) pavement and accompanying signing used

North Carolina at Chapel Hill, University of

332

NCC Technical Training Opportunity in Concrete

  Engineering Websites

Summary: NCC Technical Training Opportunity in Concrete Pavement Technology National Concrete Consortium training through the National Concrete Pavement Technology Center (CP Tech Center). · Michigan Tech for Concrete Pavement: You may select specific subjects within the manual for emphasis if that is of interest


333

Project Summary Report 1814-S 1 The University of Texas at Austin

  Energy Storage, Conversion and Utilization Websites

Summary: Did... Pavements are complex structures, and some pavement engineering problems don't lend themselves treatment of a composite asphalt concrete (AC) pavement structure. The problem be- comes even more difficult if lightweight aggregate asphalt concrete (LWAC) is involved or if surface water resulting from rain has

Texas at Austin, University of

334

Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering

  Engineering Websites

Summary: Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering M course to increase the structural or load-carrying capacity of a pavement system by developing tensile factor on the pavement load-carrying capacity, or weaker subgrade to account for pavement design

Zornberg, Jorge G.

335

2013 MUNICIPAL STREETS SEMINAR For public works directors, engineers, street superintendents, maintenance personnel, consultants, city administrators,

  Engineering Websites

Summary: Costs and Improve Systems Types of Pavement Issues: Why and Prevention Value to City on Recycled life. 9:00 Types of Pavement Issues: Why and Prevention ­ Jim Grove, Global Consulting Inc. Discussion will include pavement distresses, why they occur and how they can be prevented. Selected materials to prevent


336

2013 MUNICIPAL STREETS SEMINAR For public works directors, engineers, street superintendents, maintenance personnel, consultants, city

  Engineering Websites

Summary: Costs and Improve Systems Types of Pavement Issues: Why and Prevention Value to City on Recycled life. 9:00 Types of Pavement Issues: Why and Prevention ­ Jim Grove, Global Consulting Inc. Discussion will include pavement distresses, why they occur and how they can be prevented. Selected materials to prevent


337

Mix Design and Analysis Track Pooled Fund TAC Meeting

  Engineering Websites

Summary: Characteristics 5. Pavement Equipment Automation 6. Joint Design, Materials, and Construction 7. Rehabilitation. Business Systems and Economics 12. Advanced Concrete Pavement Materials 13. Concrete Pavement Protocol for integral waterproofers ? · Models What air do we really need Year 1-2 Mix proportioning Year


338

GEOMORPHIC FEATURES AND SOIL FORMATION OF ARID LANDS IN NORTHEASTERN JORDAN

  Engineering Websites

Summary: of pebbles forming desert pavements. Desert pavements cover most of the land surface, excluding the mud resulted in the formation of a vesicular horizon. The climatic variations during the late quaternary and the late Holocene periods contributed to the development of the desert pavement and the vesicular horizons

Ahmad, Sajjad

339

Alabama DOT: Alabama Report Questions on NDT Testing

  Engineering Websites

Summary: Alabama DOT: Alabama Report Questions on NDT Testing 1. What NDT testing methods for concrete materials, concrete pavements, and overlays are you trying? · We perform pavement smoothness testing, pavement friction testing and FWD testing · We are currently using GPR on the I-59 project to locate voids


340

Research Product 0-4186-P1 Definition of the

  Energy Storage, Conversion and Utilization Websites

Summary: and rehabilitation (M&R) of existing pavements. To maximize the benefits and minimize the over- all costs associated) is the systematic process of planning, designing, con- structing, operating, and maintaining pavements in a cost), as opposed to pavement management, is composed of opera- tional packages, including methods, procedures, data

Texas at Austin, University of

341

TEMPLATE DESIGN 2008 www.PosterPresentations.com

  Engineering Websites

Summary: to the movement of the heavy clay soils on which it was constructed. The original pavement section consisted of 9 produce the highly weathered, highly plastic clay soils, that reach depths of 18 feet, along this portion clay soils began to cause undulations in the pavement. This led to cracks forming in the pavement


342

Warm Mix Asphalt Hits the Road This Technology Transfer Program

  CiteSeer

Summary: Using innovative research and sound engineering principles to improve pavement structures, materials, and technologies. The University of California Pavement Research Center (UCPRC) conducts research on pavements of all types, including concrete and asphalt. It has operated facilities at UC Berkeley since 1948 and at UC Davis since 2002, and also conducts research on California highways. Primary funding for the UCPRC is provided by Caltrans. Most of the UCPRC's work is done through the Partnered Pavement Research Center contract, whose mission is to apply innovative research and sound engineering principles to improve pavement structures, materials, and technologies through partnership between academia, Caltrans, and industry.

unknown authors

343

Global mode analysis of axisymmetric bluff-body wakes: Stabilization by base bleed E. Sanmiguel-Rojas, A. Sevilla, C. Martnez-Bazn, and J.-M. Chomaz

  Physics Websites

Summary: behind bluff bodies is still one of the most active research fields in fluid mechanics after many decades-Rojas, A. Sevilla, C. Martínez-Bazán, and J.-M. Chomaz Citation: Physics of Fluids (1994-present) 21 Publishing Articles you may be interested in Effect of base cavities on the stability of the wake behind

Paris-Sud XI, Université de

344

3D Finite Element Analysis of HMA Overlay Mix Design to Control Reflective Cracking

  CERN Preprints

Summary: One of the most common rehabilitation techniques of deteriorated pavements is the placement of an HMA overlay on top of the existing Asphalt Concrete (AC) or Portland Cement Concrete (PCC) pavement. However, shortly after pavement resurfacing, HMA overlays exhibit a cracking pattern similar to that of the underlying pavement. This phenomenon is known as reflective cracking. This study examines the effectiveness of several HMA overlay mix design strategies for the purpose of controlling the development of reflective cracking. A parametric study was conducted using a 3D Finite Element (FE) model of a rigid pavement section including a Linear Viscoelastic (LVE) model for Hot Mix Asphalt (HMA) materials and non-uniform tire-pavement contact stresses. Results obtained show that for the intermediate and surface courses, using a Dense Graded (DG) or Polymer Modified (PM) asphalt mixture instead of a Standard Binder (SB) mixture results in reduced tensile stresses at the bottom of the HMA overlay but higher levels of...

Ghauch, Ziad G
2011-01-01

345

Released on receipt A, Science Service Feature,

  Environmental Sciences and Ecology Websites

Summary: falls the pavements under t r e e s may stay dry f o r an appreciable period and then begin t o get wet from t h e drippings while the uncovered pavement i s s t a r t i n g to dry. that when the shower portions rf g. the pavement become the Wett06t, and the warmer p a r t s may even remain dry. film of water


346

in Geotechnical Engineering

  Computer Technologies and Information Sciences Websites

Summary: improvement; nuclear, hazardous and municipal waste containment; petroleum and natural gas extraction; methane hydrate exploitation; CO2 sequestration; and assessment of pavement durability. This symposium


347

480 THE CANADIAN JOURNAL OF CHEMICAL ENGINEERING VOLUME 84, AUGUST 2006 INTRODUCTION

  Engineering Websites

Summary: concrete pavements are rutting, fatigue cracking, low temperature cracking, aging, ravelling and stripping- urethane and rubber. The performance was evaluated by measuring viscosity, penetration, softening point

Hussein, Ibnelwaleed A.

348

Capacity of and coding for multiple-aperture, wireless, optical communications

  MIT - DSpace

Summary: Refractive index turbulence causes random power fluctuations in optical communication systems, making communication through the atmosphere difficult. This same phenomenon makes the stars twinkle at night, and pavement ...

Haas, Shane M. (Shane Martin), 1975-
2003-01-01

349

DEPARTMENT OF CIVIL and ENVIRONMENTAL ENGINEERING UNIVERSITY OF ILLINOIS AT URBANA-CHAMPAIGN

  Energy Storage, Conversion and Utilization Websites

Summary: , artificial intelligence, mechanics, mathematics, computer simulation, GIS, material science, and data Engineering Highway, Airport, and Railway Design Traffic Engineering Pavement Design and Analysis Intelligent

Illinois at Urbana-Champaign, University of

350

Roadway Powered Electric Vehicle Project Track Construction And Testing Program Phase 3D

  University of California eScholarship Repository

Summary: poles were also removed. Facilities Construction of the concrete troughs and vaultspoles in conflict with new pavement, constructing the concrete troughs for the core modules, building subsurface vaults,

Systems Control Technology, Inc.
1994-01-01

351

Economic Implications of Selection of Long-Life versus Conventional Caltrans Rehabilitation Strategies for High-Volume Highways

  University of California eScholarship Repository

Summary: construction productivity and therefore the traffic delay and project costand cost data from recently completed projects. “Typical” constructioncosts associated with long life pavement projects were based on construction

Jones, David; Lee, Charles; Harvey, John T
2005-01-01

352

[ ]May 2014 Portland cement concrete (PCC) overlays have been used with great success in many locations

  Environmental Sciences and Ecology Websites

Summary: overlays for DOTD. The methodology is as follows: construct three full-scale concrete overlay pavement by monitoring of pavement surface deterioration and deflection during loading and post-mortem investigations:TT-Fed/TT-Reg Principal Investigator: Tyson Rupnow, Ph.D., P.E. Senior Concrete Research Engineer LTRC Administrative

Harms, Kyle E.

353

MMaannhhaattttaann CCoolllleeggee CCeenntteerr ffoorr GGeeootteecchhnnoollooggyy

  Engineering Websites

Summary: Research Project Non-Earth Subgrade Materials and Their Thermal Effects on Pavements: An Overview Manhattan Research Project Non-Earth Subgrade Materials and Their Thermal Effects on Pavements: An Overview Report No/Center for Geotechnology Manhattan College School of Engineering Center for Geotechnology Bronx, New York, U.S.A. May 2001

Horvath, John S.

354

PCC Mix Designs Using Recycled Concrete

  Energy Storage, Conversion and Utilization Websites

Summary: PCC Mix Designs Using Recycled Concrete Pavements Mary E. Vancura, Derek Tompkins, & Lev Khazanovich 21st Annual Transportation Research Conference #12;·! Reassessment of recycled concrete aggregate (RCA) use in rigid pavements ·! History of RCA use ·! Characteristics of RCA concrete ·! RCA production

Minnesota, University of

355

SPRING 2012 3 Abstract: Up to one-fifth of construction

  Engineering Websites

Summary: than 90% is potentially recyclable for use in asphalt pavement. At the beginning of 2010, the Minnesota environmental benefits of using recycled materials in asphalt. The research showed that adding up to 3% TOSS mixtures that contain recycled shingles and reclaimed asphalt pavement consume less energy and produce

Levinson, David M.

356

Graphical Models for Probabilistic and Causal Reasoning

  Computer Technologies and Information Sciences Websites

Summary: the causal re­ lationships among the season of the year (X 1 ), whether rain falls (X 2 ) during the season, whether the sprinkler is on (X 3 ) during that season, whether the pavement would get wet (X 4 understanding that the influence of seasonal variations on the slipperiness of the pavement is mediated by other

California at Los Angeles, University of

357

Graphical Models for Probabilistic and Causal Reasoning

  Computer Technologies and Information Sciences Websites

Summary: the causal re- lationships among the season of the year (X1), whether rain falls (X2) during the season, whether the sprinkler is on (X3) during that season, whether the pavement would get wet (X4), and whether that the influence of seasonal variations on the slipperiness of the pavement is mediated by other conditions (e

California at Los Angeles, University of

358

Bayesian Networks Judea Pearl

  Computer Technologies and Information Sciences Websites

Summary: a simple yet typical Bayesian network. It describes the causal re­ lationships among the season of the year (X 1 ), whether rain falls (X 2 ) during the season, whether the sprinkler is on (X 3 ) during that season, whether the pavement would get wet (X 4 ), and whether the pavement would be slippery (X 5 ). All

California at Los Angeles, University of

359

Investigation of Concrete Properties to Suppport

  Materials Science Websites

Summary: Investigation of Concrete Properties to Suppport Implementation of the New AASHTO Pavement Design University of Wisconsin-Milwaukee WHRP 06-14 #12;Wisconsin Highway Research Program Project No. 0092-06-03 INVESTIGATION OF CONCRETE PROPERTIES TO SUPPORT IMPLEMENTATION OF THE NEW AASHTO PAVEMENT DESIGN GUIDE Final

Wisconsin-Milwaukee, University of

360

By-Products Utilization

  Materials Science Websites

Summary: to develop and demonstrate permeable base course materials using coal combustion products (CCPs) for highways of permeable base materials for highways, roadways, and airfield pavements. Use of FGD by-products and high to increased use of such permeable bases for highways, roadways, and airfield pavements. Reducing the cost

Wisconsin-Milwaukee, University of

361

Indian Journal of Engineering & Materials Sciences Vol. 12, February 2005, pp.

  Computer Technologies and Information Sciences Websites

Summary: elastic modulus, Poisson's ratio and thickness of layer. Non-destructive testing (NDT) and backcalculating are often used to evaluate a pavement's structural condition non-destructively. It is essential not only of the structural capacity of pavements. The ultimate aim of the backcalculation process from non-destructive

Fernandez, Thomas

362

INTRODUCTION The Louisiana Department ofTransportation and Development (LADOTD) began to use blended calcium sulfate (BCS) as

  Environmental Sciences and Ecology Websites

Summary: completed laboratory study conducted at the LouisianaTransportation Research Center (LTRC) indicated base materials as compared to a crushed stone base course under accelerated loading and (2) assess with the accelerated loading of three full-scale flexible pavement test sections constructed at the LTRC's Pavement

Harms, Kyle E.

363

A summary of chapter 2 (pages 726) of the IMCP Manual (reference information on page 4) Technical Summary

  Engineering Websites

Summary: life, and pavement properties like ability to carry specific traffic loads. In addition, chapter 2 thickness, joint dimensions, reinforcement and load transfer requirements, and other pavement features at the end of the selected design life. The model uses inputs from items 2 and 3 below. If the results


364

By-Products Utilization

  Materials Science Websites

Summary: Center for By-Products Utilization LONG-TERM PERFORMACE OF HIGH-VOLUME FLY ASH CONCRETE PAVEMENTS 2000 Presented and published at the CANMET/ACI International Seminar on High-Volume Fly Ash Blended OF WISCONSIN - MILWAUKEE #12;LONG-TERM PERFORMANCE OF HIGH-VOLUME FLY ASH CONCRETE-PAVEMENTS Tarun R. Naik

Wisconsin-Milwaukee, University of

365

By-Products Utilization

  Materials Science Websites

Summary: Center for By-Products Utilization EIGHTEEN-YEAR PERFORMANCE OF HIGH-VOLUME FLY ASH CONCRETE-Year Performance of High-Volume Fly Ash Concrete Pavements Tarun R. Naik Professor of Structural Engineering the long-term performance of concrete pavements made with high volumes of Class F and Class C fly ash (FA

Wisconsin-Milwaukee, University of

366

By-Products Utilization

  Materials Science Websites

Summary: CONTAINING HIGH- VOLUME FLY ASH By Tarun R. Naik, Rudolph N. Kraus, Bruce W. Ramme, and Rafat Siddique Report Properties and Durability of Concrete Pavements Containing High-Volume Fly Ash By Tarun R. Naik Director, UWM pavements made with high volumes of Class F and Class C fly ash. Three mixture proportions with Class C fly

Wisconsin-Milwaukee, University of

367

Robert Otto Rasmussen Vice President,TheTranstec Group, Inc.

  Engineering Websites

Summary: safety and comfort, including friction, smoothness, splash and spray, and rolling resistance. Figure 1 Resistance Ride Quality Wet Weather Friction Dry Weather Friction Tire Wear Vehicle Wear In-Vehicle Noise Tire-Pavement Noise Splash and Spray Good Bad Key: Texture Wavelength PIARC Category Pavement Surface


368

Project Summary Report 0-4958-S PROJECTSUMMARYREPORT CENTER FOR TRANSPORTATION RESEARCH

  Energy Storage, Conversion and Utilization Websites

Summary: of 20 inches (Figure 1). Three units of such a device are needed to cover a 12-foot-wide pavement.2-inch-wide beam and cover a 6-foot-wide pavement at a working distance of 6 feet (Figure 2). For full

Texas at Austin, University of

369

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: . Knowledge of the contents, operation, and updating procedures of these databases can be instrumental This report summarizes important content and operational details about five different materials and pavements the Pavement Management Information System, the Maintenance Management Information System (MMIS), The Road Life

Texas at Austin, University of

370

Project Summary Report 0-4322-S 1 The University of Texas at Austin

  Engineering Websites

Summary: of the Falling Weight Deflectometer (FWD) data. The FWD, a type of Non- Destructive Testing (NDT) for structural deflections when known impulse loads have been induced on the pavement to be examined. The FWD data of pavements was undertaken in which different methods were examined. The key criterion for selecting

Manuel, Lance

371

Service du Patrimoine Naturel Dpartement cologie et Gestion de la Biodiversit

  Physics Websites

Summary: Rapport SPN 2008 / 1 Janvier 2008 Les « Pavements calcaires », habitat d'intérêt communautaire prioritaire. Les « Pavements calcaires », habitat d'intérêt commu- nautaire prioritaire (UE 8240). Présentation et ............................................... 7 Caractéristiques de l'habitat au Royaume-Uni et en Irlande

Paris-Sud XI, Université de

372

CSI Research Seminar Program

  Computer Technologies and Information Sciences Websites

Summary: heating and cooling energy consumption and greenhouse gas emission. In this study, application of phase through phase transition during warm day time and releases the stored heat at cool night time management system is the method of evaluating the rate of pavement deterioration over time i.e. pavement

Liley, David

373

10 Water Resources and the Urban Environment Tide-induced Air Pressure Fluctuation in Coastal Unsaturated Zones

  Geosciences Websites

Summary: pavement in a coastal reclamation area of Hong Kong. A two-dimensional cross-sectional model is built such as asphalt pavement of extremely low permeability, soil structures of the reclamation area, and rainfall observed below the asphalt ways in a coastal reclamation area of Hong Kong and caused some concern since

Jiao, Jiu Jimmy

374

2001 Geological Society of America. For permission to copy, contact Copyright Clearance Center at www.copyright.com or (978) 750-8400. Geology; September 2001; v. 29; no. 9; p. 855858; 3 figures; Data Repository item 2001095. 855

  Engineering Websites

Summary: confined to the lowest alluvial fans of Death Valley and adjoining low valleys. No alluvial desert boulders. Keywords: desert pavement, rock varnish, Mojave Desert, Death Valley, packrats. Figure 1. Map of study area with locations of desert-pavement study sites (black circles). Shaded areas denote main

Ahmad, Sajjad

375

Rock varnish microlamination dating of late Quaternary geomorphic features in the drylands of western USA

  Engineering Websites

Summary: of alluvial fan deposits in Death Valley of eastern California indicates that, during the mid to late pavements in Death Valley and the Mojave Desert reveals that pavements can be developed rapidly (b10 ky scientific scrutiny (e.g., Blake, 1904; Black- welder, 1931; Williams, 1958; Bull, 1964, 1977; Malde, 1964

Ahmad, Sajjad

376

cial trucks traveling southbound on US-169 are coming from the gravel pits, concrete plants, and waste disposal facilities just north

  Engineering Websites

Summary: the load plate provides an indication of the stiffness of the pavement structure. The averages of three of the stiffness of the pavement to the stiffness of the subgrade. The AREA factor was calculated by using with a 1.2- 1.2-m (4- 4-ft) joint pattern included corner breaks and transverse cracks. Corner breaks were

Vandenbossche, Julie M.

377

The SoutheastTransportation Consortium (STC) is a collaborative research program

  Environmental Sciences and Ecology Websites

Summary: by discontinuities (cracks or joints) in underlying layers, which propagate through hot-mix asphalt (HMA) overlay due is bonded to the distressed layer, cracks in the existing pavement almost always propagate to the surface pavements. Different methods, including the use of an intermediate layer, have been suggested for enhancing

Harms, Kyle E.

378

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: No. 3. Recipient's Catalog No. 4. Title and Subtitle CONSTRUCTION AND PRELIMINARY MONITORING examined the viability of using precast concrete panels to expedite pavement construction, FHWA and TxDOT funded an implementation project to construct a precast concrete pavement pilot project to test

Texas at Austin, University of

379

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: AND INFORMATION SYSTEM FOR FORENSIC INVESTIGATION OF PAVEMENTS 6. Performing Organization Code 7. Author system for forensic investigation of pavements by enhancing the 1998 version of the ForenSys database forensic information and analysis system for analyzing forensic related data and information and producing


380

POSTER TEMPLATE BY: www.PosterPresentations.com

  Engineering Websites

Summary: years old. Since air entrainment was not used until 1952, it was assumed that these old durable pavements must be impermeable to survive without air entrainment. Perhaps, the older slow setting Portland substitution. TEST RESULTS Samples were obtained from the pavement cores and prepared for hardened air void


381

State DOT: Michigan State Report Questions on NDT Testing

  Engineering Websites

Summary: State DOT: Michigan State Report Questions on NDT Testing 1. What NDT testing methods for concrete materials, concrete pavements, and overlays are you trying? a. Ground Penetrating Radar - Used for specialty to calibrate the test site for all of the department and contractor's lightweight and high speed pavement


382

7. Author(s)

  CiteSeer

Summary: Sponsored through Federal Highway Administration (DTFH-61-06-H-00011 (Work Plan 13)) About the National CP Tech Center The mission of the National Concrete Pavement Technology Center is to unite key transportation stakeholders around the central goal of advancing concrete pavement technology

Gary Fick; Dale Harrington
2012-01-01

383

6. Performing Organization Code

  CiteSeer

Summary: The primary goal of this guide is to fill the knowledge gap about concrete overlays so that pavement owners can confidently include concrete overlays in their toolbox of pavement solutions and make more informed decisions about designing and constructing them. Another goal is to help owner agencies

Dale Harrington; Gary Fick
2014-01-01

384

Framework for Consideration of Aging andFramework for Consideration of Aging and Thermal Gradients in Asphalt ConcreteThermal Gradients in Asphalt Concrete

  Mathematics Websites

Summary: in Asphalt ConcreteThermal Gradients in Asphalt Concrete Pavement SimulationsPavement Simulations 1010thth USFunctionally Graded Viscoelastic Model for Asphalt ConcreteAsphalt Concrete Motivation and Introduction Viscoelastic, 2002. #12;Asphalt Concrete is ViscoelasticAsphalt Concrete is Viscoelastic Asphalt mixtures from US36

Paulino, Glaucio H.

385

A. Hot-Mix Asphalt Paving Terminology: Refer to ASTM D 8 for definitions of

  CiteSeer

Summary: requirements shall govern. 1.2 SUMMARY: A. Section Includes: 1. Hot-mixed Asphaltic Concrete Pavement. 2. Hot-mixed asphalt patching. 3. Hot-mixed asphalt paving overlay. 4. Asphalt surface treatments. 5. Cold Milling of existing hot-mixed asphalt pavement.

Weed Control; C. References
2012-01-01

386

A Reliability—Based Mix Design and Analysis System for Mitigating Fatigue

  CiteSeer

Summary: Abstract. A reliability-based mix design and analysis system has been developed for mitigating fatigue distress in asphalt pavements. Design decisions consider not only fundamental mix properties but also the level of design traffic, the temperature environment at the site, the pavement structural

John T. Harvey; Akhtar A. Taybali; John A. Deacon; Rita B. Leahy; Carl L. Monismith
1997-01-01

387

SOUTH DAKOTA State Report Questions

  Engineering Websites

Summary: 's current QC/QA requirements for pavements. South Dakota's only QC/QA testing on concrete paving is for the smoothness testing. DOT runs comparisons on a section of pavement for each project. 2. Identify any the requirements for allowable time between batching and placement for agitated and non-agitated concrete mixes


388

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: is conducted to demonstrate the use of computer program, Texas Pavement Type Selection, or TxPTS. 17. Key Words, Springfield, Virginia 22161. 19. Security Classif. (of report) Unclassified 20. Security Classif. (of. A computer-based decision support tool, the Texas Pavement Type Selection (TxPTS) program, has been developed

Texas at Austin, University of

389

1. Report No. FHWA/LA.11/482

  Environmental Sciences and Ecology Websites

Summary: AC base pavements selected. Meanwhile, the MEPDG load-related fatigue cracking models were found, for AC over soil cement base pavements in Louisiana, the MEPDG-predicted fatigue cracking indicated that the MEPDG prediction errors for both the rutting and the load-related fatigue cracking models

Harms, Kyle E.

390

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: and the Federal Highway Administration. Project title: Guidelines for the Use of Fly Ash and Ground Granulated-setting mixtures and preventing their use in pavements. 17. Key Words Fly ash, concrete pavement, ground granulated 2007, Rev. May 2008 Research Project: 0-5550 Research Project Title: Guidelines for the Use of the Fly

Texas at Austin, University of

391

By-Products Utilization

  Engineering Websites

Summary: completed in Wisconsin. Project I deals with performance of conventional high- volume fly ash (HVFA) concrete pavement having a roller-compacted, no-fines permeable base course containing fly ash obtained) containing 30% ASTM Class C fly ash. Past studies have shown that mechanical behavior of RCC pavement

Wisconsin-Milwaukee, University of

392

State DOT: California State Report Questions on NDT Testing

  Engineering Websites

Summary: locations within concrete pavement. 2. In your experience, how does the reliability of NDT testing methods Radar (GPR) is one of the methods that we are interested in and would like to experiment for pavementState DOT: California State Report Questions on NDT Testing 1. What NDT testing methods


393

PROJECT SUMMARY REPORT 1422-3F DEVELOPMENT OF A ROLLING DYNAMIC

  Energy Storage, Conversion and Utilization Websites

Summary: assurance and quality control system during the construction of new pavements. The RDD was constructed forces to the pavement through specially designed loading rollers. The resulting deflections surfaces. Distance measuring and data acquisition systems were designed to record the forces applied

Texas at Austin, University of

394

performed, the in situ layer properties such as dielectric constant and thickness associated with the actual scans are well represented by

  Fossil Fuels Websites

Summary: . In addition, the proposed scheme, unlike the traditional method, allows an evaluation of the relevant pavement the dielectric constant of the layer: The travel time technique has been successfully applied to evaluate 2 3 2 ( ) v c = ( )2 h v t = 2 1( ) Evaluation of Pavement System Based on Ground

Guzina, Bojan

395

North Dakota DOT Responses to State Report Questions 1. Has your state built concrete overlays?

  Engineering Websites

Summary: on another. 2. If yes: a. What bid items were used? Concrete Pavement with units of cubic yard. Concrete design the overlay thickness? We evaluated the pavement design with DARWin and Colorado`s Design Methodology to make a design recommendation. f. Is your state applying an alternate bidding approach


396

PROJECT SUMMARY REPORT 1788-S EVALUATION OF THE CAPE SEAL PROCESS

  Energy Storage, Conversion and Utilization Websites

Summary: to evaluate the Cape seal process as a pavement rehabilitation technique. During the course of this researchPROJECT SUMMARY REPORT 1788-S EVALUATION OF THE CAPE SEAL PROCESS AS A PAVEMENT REHABILITATION ALTERNATIVE Mansour Solaimanian and Thomas W. Kennedy CENTER FOR TRANSPORTATION RESEARCH BUREAU OF ENGINEERING

Texas at Austin, University of

397

Testing Guide This testing guide is a product of an FHWA 17-state pooled fund: Material and Construction

  Engineering Websites

Summary: March 2008 Testing Guide This testing guide is a product of an FHWA 17-state pooled fund: Material and Address 10. Work Unit No. (TRAIS) 11. Contract or Grant No. National Concrete Pavement Technology Center Administration Office of Pavement Technology 400 7th Street S.W. Washington, D.C. 20590 15. Supplementary Notes


398

By-Products Utilization

  Engineering Websites

Summary: combustion products (CCPs) for roadways, highways, and airfield pavements. Three sources of CCPs were strength, splitting tensile strength, flexural strength, etc. The performance of the permeable base material. #12;Introduction Presence of excess water in the pavement structure is known to be the primary

Wisconsin-Milwaukee, University of

399

JOINT PERFORMANCE Guide for Optimum

  Engineering Websites

Summary: The purpose of this guide is to help practitioners understand how to optimize concrete pavement joint current knowledge from research and practice to help practitioners access the latest knowledge Performance of Concrete Pavements About This Guide This guide will help practitioners optimize concrete pave


400

POSTER TEMPLATE BY: www.PosterPresentations.com

  Engineering Websites

Summary: POSTER TEMPLATE BY: www.PosterPresentations.com Evaluation of Recycled Concrete Aggregate used PAVEMENTS WITH STABILIZED RECYCLED OPEN-GRADED BASE COURSE CONCLUSION and RECOMMENDATIONS REFERENCES Krom, MDOT C&T From 1990 to 1995 MDOT used recycled concrete pavement as stabilized open


401

Peer Review Plan Date: 5/8/2014

  Environmental Sciences and Ecology Websites

Summary: 2006 Ban on Coal-Tar-Based Pavement Sealants in Austin, Texas. Subject and Purpose: The purpose to ban the use of coal-tar-based pavement sealants. The assessment found that 6 to 8 years after the ban was imposed (in 2006), PAH concentrations in the lower part of the lake have declined by 58% on average. Coal-tar

Torgersen, Christian

402

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: PAVEMENT DATABASE IN TEXAS 6. Performing Organization Code 7. Author(s) Cesar Ivan Medina Chavez, Terry Database," conducted by the Center for Transportation Research (CTR) of the University of Texas at Austin and their performance. In addition, the pavement database has technically contributed to the development of other

Texas at Austin, University of

403

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: OF THE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT DATABASE IN TEXAS: IMPROVEMENTS AND TRENDS 6. Performing Organization on the description of the CRCP sections contained in the Rigid Pavement Database, which compiles 26 years sections in the database, achieved and pursued tasks, and recommendations are among the topics treated

Texas at Austin, University of

404

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: THE RIGID PAVEMENT DATABASE THROUGH MICROSOFT ACCESS 6. Performing Organization Code 7. Author(s) Terry and the Texas Department of Transportation. Project Title: TxDOT Rigid Pavement Database. 16. Abstract This report describes the preparation, contents, and use of a database prepared using the Microsoft Access

Texas at Austin, University of

405

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: the tasks performed for TxDOT Research Project 0-5445 "Project Level Performance Database for Rigid Pavements in Texas." Other pavement databases have been evaluated and their successes and failures have been considered for the preparation of this database. It is intended that the information obtained for this study

Texas at Austin, University of

406

August 2011 Variability and Visualization of

  Engineering Websites

Summary: source methods, particularly the on-board sound intensity (OBSI) method. The OBSI test method [1, 2, 3 Standard Reference Test Tire (SRTT), Figure 1. On-board sound intensity (OBSI) test method with view) was initiated to help optimize concrete pavement surface characteristics without compromising safety, pavement


407

Characterizing the fabric of the urban environment: A case study of Salt Lake City, Utah

  University of California eScholarship Repository

Summary: Urban or Built-up Land Downtown % of Surface Area Tree+Grass Roofs Pavements Others Figure EX.1 Above-the-canopyUrban or Built-up Land Downtown % of Surface Area Tree+Grass Roofs Pavements Others Figure 11 Above-the-canopy

Akbari, Hashem; Rose, L. Shea
2001-01-01

408

CP Tech Center I Iowa State University I 2711 S. Loop Dr. Suite 4700,Ames, IA 50010-8664 I 515-294-5798 FOR MORE INFORMATION

  Engineering Websites

Summary: ,and/or controlling materials temperatures will help reduce stresses.Early and thorough curing will reduce is a software tool that predicts the strength of concrete pavement as well as the internal stresses that a concrete pavement may experience in the first 72 hours of its life.When stresses exceed the strength


409

6. Performing Organization Code: 7. Author(s):

  CiteSeer

Summary: Highway agencies continuously strive to expedite pavement construction and repairs and to evaluate materials and methods to provide long-lasting pavements. As part of this effort, agencies have used precast concrete slabs for more than 10 years with successive improvements in processes and systems. The Virginia Department of Transportation recently used two precast systems along with conventional cast-in-place repairs on a section of jointed reinforced concrete pavement on I-66 near Washington, D.C. One precast system, precast concrete pavement (PCP), used doweled joints. The other precast system, prestressed precast concrete pavement (PPCP), used transversely prestressed slabs post-tensioned in the longitudinal direction. Both precast systems are performing satisfactorily after 1.5 years of traffic, and the contractor was satisfied with the constructability. In multiple locations, transverse expansion joints in PPCP were observed to be wider than the -in width specified; excessively wide joints often compromise joint sealant performance, and erosion from water flowing through such

M. Shabbir Hossain, Ph.D.; M. Shabbir Hossain, Ph.D.; Celik Ozyildirim, Ph.D.

410

Effect of PCC Joint Skew on Reflective Cracking in HMA Overlays

  CERN Preprints

Summary: Reflective cracking is a relatively premature distress that occurs in HMA materials overlaying cracked and jointed underlying pavements. The high concentration of stresses and strains in the vicinity of the discontinuity of the old pavement causes the cracks to reflect into the newly placed HMA overlay. While it is a common practice to use skewed transverse joints in rigid pavements to improve the latter's performance, the impact of such a practice on the cracking of a potential HMA overlay has not been examined so far. In this context, this study investigates the effect of using skewed transverse joints in rigid pavements on reflective cracking development in the HMA overlay. Advanced three-dimensional Finite Element models including viscoelastic material properties for the HMA overlay, 3D beam modeling of dowel bars, non-uniform tire-pavement contact stresses, friction interfaces, and infinite boundary elements were constructed for both normal and skewed transverse joints using ABAQUS v-6.11. The potential ...

Ghauch, By Ziad G
2011-01-01

411

This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research

  Computer Technologies and Information Sciences Websites

Summary: 's personal copy Wavelet-based separation of nonlinear show-through and bleed-through image mixtures Mariana S: Nonlinear separation Image mixture Show-through Bleed-through Image enhancement a b s t r a c t This work transparency (show-through) and/or to bleeding of the ink through the paper (bleed-through). These two causes

Almeida, Luis B.

412

MIXTURES IN CONCRETE Technical Report Documentation Page

  Engineering Websites

Summary: . Report No. 2. Government Accession No. 3. Recipient's Catalog No. DTFH61 06 H 00011, Work Plan 12 4 Pavement Tech- nology Center is to unite key transportation stake- holders around the central goal


413

Long-Life Concrete: How Long Will My Concrete Last?

  Engineering Websites

Summary: of the National Concrete Pavement Technology Center is to unite key transportation stakeholders around the central. 3. Recipient's Catalog No. Supplement to TPF-5(159) 4. Title and Subtitle 5. Report Date Long


414

Paleontology and Geology of Indiana Department of Geological Sciences | P. David Polly 1

  Biology and Medicine Websites

Summary: Ordovician, Harding Sandstone #12;Department of Geological Sciences | P. David Polly 7 Chondricthyes (Sharks, rays, and chimaeras) Misc shark teeth (x4) Valmeyeran Elasmobranchii (sharks), Xenacanthida Xenacanth shark, Cannel Coal, Knox County, IL Holocephali, Cochliodontidae (chimaeras) Deltodus Pavement shark

Polly, David

415

NCC and TTCCNCC and TTCC RelationshipRelationship

  Engineering Websites

Summary: for portlandportland cement concrete (PCC) andcement concrete (PCC) and pavement technology sharing topavement technology sharing to encourage uniform specifications, mutualencourage uniform specifications, mutual problem solving, and research andproblem solving, and research and implementation of new technologies


416

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: pavements (CRCP). A thin bonded AC overlay may be an economical means to restore the riding quality, Springfield, Virginia 22161. 19. Security Classif. (of report) Unclassified 20. Security Classif. (of

Texas at Austin, University of

417

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: receivers by reducing pavement noise at the source rather than by using traffic noise barriers may result seal coat as the quietest. A weak correlation was found between the age or serviceability rating

Texas at Austin, University of

418

Ecology 2006 20, 10371044

  Environmental Sciences and Ecology Websites

Summary: Ecological Society Blackwell Publishing Ltd Ant stoichiometry: elemental homeostasis in stage elemental composition within limited bounds. Such stoichiometric homeostasis has often been considered : phosphorus (C : N : P) homeostasis in a eusocial insect, the pavement ant Tetramorium caespitum. 3. Colony

Sterner, Robert W.

419

Develop statewide recommendations for application of PCC joint reflective cracking rehabilitation strategies

  Texas A&M University - TxSpace

Summary: Concrete pavements are facing rapid deterioration due to the increasing high traffic volumes. Maintenance, rehabilitation and reconstruction (MRR) have become major activities for all the state highway agencies. Due to shortage of available funding...

Jain, Rahul Padamkumar
2004-11-15

420

ADDRESS: South Erhuan Road Middle Section, Xi'an City, Shaanxi Province, P. R. China

  Mathematics Websites

Summary: on weathered Granite Performance as Highway Pavement Bases, Funded by Henan Department of Transportation 2008. 2008, 596-600 Li zhe, Xie yongli. Research on the Strength characteristics of Weathered Granite

Davies, Christopher

421

Effects of aggregate gradation and angularity on VMA and rutting resistance

  Texas A&M University - TxSpace

Summary: gravel, crushed granite, crushed limestone, and uncrushed natural sand) using the Asphalt Pavement Analyzer (APA). Mixtures with three gradations which pass through, above, and below the restricted zone, three different mineral filler contents, and four...

Park, Dae-Wook
2000-01-01

422

Evaluation of the California Safe Routes to School Construction Program

  University of California eScholarship Repository

Summary: light system City/County Contacted City of San 11 Bernadino Contact Made Construction Timelinelight embedded in the roadway pavement City/County Contacted 74La Mesa 75Riverside County Contact Made b b Construction Timeline

Boarnet, Marlon G.; Day, Kristen; Anderson, Craig
2003-01-01

423

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: in incorporating GIS into the Texas PMIS. 17. Key Words Geographic information systems (GIS), global positioning systems (GPS), pavement management 18. Distribution Statement No restrictions. This document is available

Texas at Austin, University of

424

Dynamic Effects on Moisture Transport in Asphalt Concrete M. Emin Kutay1

  Engineering Websites

Summary: of cohesive bond within the asphalt binder or the destruction of the adhesive bond between the aggregate and the binder decreases the life of asphalt pavements. Stripping of the aggregates from the binder as a result

Aydilek, Ahmet

425

Development of an electronically tunable ultra-wideband radar imaging sensor and its components

  Texas A&M University - TxSpace

Summary: parameters such as the required transmitting pulse power and the pulse duration were estimated for a presumed specific application, the pavement assessment. The designed transmitter is the tunable monocycle pulse generator with tuning capability...

Han, Jeongwoo
2006-08-16

426

Nondestructive testing using stress waves: wave propagation in layered media

  Texas A&M University - TxSpace

Summary: The use of stress waves in several civil engineering applications such as nondestructive testing of soil deposits or pavement systems has become extremely popular over the last few years. In all cases, a dynamic impulse is applied to the surface...

Ortega, Jose Alberto
2013-02-22

427

Aquarium, Computer, and Alaska Range Mirages Carl H. Tape, Physics Department, Carleton College, 300 N. College St., Northfield, MN 55057; tapec@carleton.edu

  Geosciences Websites

Summary: , and the viewer sees an image displaced downward. In a highway mirage, what appears to be water on the pavement in the mirage. A mountain drawing is placed at one end of the aquarium. With a single uniform sugar solution

Tape, Carl

428

This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research

  Engineering Websites

Summary: , complete fracture does not take place as cracks form and close due to rebound and significant microcracking such as wall panels, hydraulic structures, airport pavements, military structures, and industrial floor over

Mobasher, Barzin

429

[ ]June 2013 The Louisiana Department ofTransportation and Development (LADOTD),

  Environmental Sciences and Ecology Websites

Summary: L program will allow further enhancement of user satisfaction for speed of construction, tire/pavement noise speed of construction and application of recycled materials; precast gravity retaining walls for reduced

Harms, Kyle E.

430

The effects of traffic on a performance prediction model

  Texas A&M University - TxSpace

Summary: This thesis analyzes the use of different age and traffic combinations in determining the predicted condition of pavements. The purpose of this study is to develop improved performance prediction models using traffic data from cities and counties...

Martin, Timothy James
1995-01-01

431

Enhanced AHS Safety Through the Integration of Vehicle Control and Communication

  University of California eScholarship Repository

Summary: curves with least squares lines Dry pavement Wet pavementregression line for • The minimum k 0.4 on dry road is 78%line of the observed slip curve we now investigate the k-µ max correlation on dry and

Hedrick, J. K.; Uchanski, M.; Xu, Q.
2001-01-01

432

Investigation of low temperature cracking through an improved thermal

  Mathematics Websites

Summary: Model for Thermal Cracking of Asphaltic Concrete Pavement." Asphalt Paving Technology: Proceedings characteristics of asphalt concrete Allows for quick yet sophisticated analysis for practical applications. G. Buttlar. "A Bilinear Cohesive Zone Model Tailored for Fracture of Asphalt Concrete Considering

Paulino, Glaucio H.

433

Consultant’s Handbook Office of the University Architect Engineering Utilities and Construction 32 1216 – Asphalt Paving

  CiteSeer

Summary: Asphalt pavements on the main campus are to be surfaced with hot-mix asphalt concrete. Reference: The principle reference for materials and methods is the "Indiana Department of Transportation Standard Specifications, " latest edition (INDOT). Installation Methods: All installation and

unknown authors
2005-01-01

434

National Concrete Consortium September 13-15, 2011 Agenda

  Engineering Websites

Summary: ) · State experience: Sensitivity analysis - Tommy Nantung (IN DOT) (30 min) (60 min) (45 min) 10:15 am Morning Break 10:45 am 11:15 am John Donahue (MO DOT) Pavement Foundation Considerations for DARWin


435

1936 IEEE TRANSACTIONS ON GEOSCIENCE AND REMOTE SENSING, VOL. 38, NO. 4, JULY 2000 Electromagnetic Inversion in Monostatic Ground

  Engineering Websites

Summary: Inversion in Monostatic Ground Penetrating Radar: TEM Horn Calibration and Application Gian Guido Gentili applied to pavement profiling by using a monostatic ground penetrating radar (GPR) is presented. Since

Spagnolini, Umberto

436

POSTER TEMPLATE BY: www.PosterPresentations.com

  Engineering Websites

Summary: -scale Tie Bar Acceptance Inspections on all PCCP projects to verify proper placement. The GPR inspection repairs and failure of pavements. SDDOT has two GPR units: One unit is mounted to an ATV mule. This unit


437

Mixtures that are consistently long-lasting, constructible,

  Engineering Websites

Summary: · Foam Drainage · Rheology test for pavement mixtures · Mix proportions #12;· Field Temperature · Paste content and shrinkage · Working temperatures · Combined gradings · Long term monitoring #12


438

DigiGraff: Considering Graffiti as a Location Based Social Network

  Computer Technologies and Information Sciences Websites

Summary: the locations of utilities as a way to communicate with later engineers (Figure 1 top). Decorators will chalk signs on the pavement to warn pedestrians that a nearby fence or door has recently been painted. Chalk

Williamson, John

439

Cornell University, Office of Sponsored Programs Awards Received in December 2004

  Biology and Medicine Websites

Summary: OF A GREEN INFRASTRUCTURE TECHNOLOGY THAT LINKS TREES AND ENGINEERED SOIL TO MINIMIZE RUNOFF FROM PAVEMENT $3,000 RSD 45427 BROWN, LARRY D EAS-E NSF COLLABORATIVE RESEARCH: SEA-CALIPSO: AN OFFSHORE/ONSHORE TOMOGRAPHY

Danforth, Bryan Nicholas

440

Green Highways: American Concrete Paving

  Engineering Websites

Summary: ! So-called "global warming" is just a secret ploy by wacko tree-huggers to make America energy associated with use of concrete for pavements dramatically outweigh the impact of the cement manufacturing


441

Maintenance of Recreational Trails Presented by: SRF Consulting Group, Inc.

  Energy Storage, Conversion and Utilization Websites

Summary: Outline · Operational Maintenance Activities · Trail Pavement Management · Asset Management · How to Build'-0" 2'-3' Shoulder Clearance to Signs #12;Presentation Outline · Operational Maintenance Activities-Use Trail Maintenance Recap · References #12;Operational Maintenance Activities Section Overview

Minnesota, University of

442

By Dr, Charles F. Brooks of Clark University

  Environmental Sciences and Ecology Websites

Summary: sand and rocks often exceed 103 degrees. On bright summer days pavement temperatures are Asphalt gets in the tire is heated, perhaps even to 140 degrees, in the course Of driving Suppose a tire is infla


443

Chapter 7--Establishment Establishment in Barren Sites

  Biology and Medicine Websites

Summary: a densely packed layer of pumice similar to de- sert pavement (Abraham Plain, August 17, 2011). Fig. 7 distressed plants (del Moral 1981; Fig. 7.1). Pumice rocks absorbed water that expanded as it froze

del Moral, Roger

444

THIS IS THE CENTURY OF THE CITY. People who for generations have called rural communities home

  Biology and Medicine Websites

Summary: restrictions on cigarette smoking in NewYork City, the urban environment has been a vital entry point-standing efforts, pounding the pavement from Dhaka, Ban- gladesh, to Orange, New Jersey, to reimagine cities

Qian, Ning

445

Geoarchaeology: An International Journal, Vol. 17, No. 7, 665687 (2002) 2002 Wiley Periodicals, Inc.

  Engineering Websites

Summary: and semiarid climates (Christopherson, 1999). The percentage of eolian environments is even larger if coastal of fine sediment underneath the surface clasts can form a desert pavement (McFadden et al., 1987

Ahmad, Sajjad
2002-01-01

446

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: NETWORK MAINTENANCE AND REHABILITATION BUDGET ALLOCATION DECISIONS 5. Report Date August 2014 6 support tool for planning and budget allocation in pavement maintenance and rehabilitation. This dissertation aims to incorporate risk assessment into maintenance and rehabilitation budget decisions


447

2014 GRADUATE STUDIES GEOSYSTEMS ENGINEERING

  Environmental Sciences and Ecology Websites

Summary: and Environmental Engineering · Pavement Design · Physical Properties and Rheology of Rocks · Plasticity subsurface engineering, and rock mechanics and engineering. Research is supported by federal and state · Particulate Media Research Laboratory · Rock and Fracture Mechanics Laboratory · Applied Fracture Mechanics

Wang, Yuhang

448

Geosystems Engineering GRADUATE STUDIES

  Environmental Sciences and Ecology Websites

Summary: for Civil and· Environmental Engineering Pavement Design· Physical Properties and Rheology of· Rocks, geo- physics, geochemistry, geomechanics, and geology with the focus on the behavior of natural-· acterization Laboratory Geoenvironmental Laboratory· Rock and Fracture Mechanics Laboratory· Soil Dynamics

Wang, Yuhang

449

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: of under-designed PCC pavements. Between the two reinforcement types used, welded wire fabric and steel fibers, welded wire fabric provided better performance. It appears that welded wire fabric provided more

Texas at Austin, University of

450

Monitoring Performance of Geosynthetic-Reinforced and Lime-Treated Low-Volume Roads under Traffic Loading and Environmental Conditions

  Engineering Websites

Summary: -treated with base geosynthetic-reinforced systems. An index of pavement performance was used to compare and rank sections has not been clearly identified. 1310GeoCongress 2012 © ASCE 2012 #12;Recently, the Texas

Zornberg, Jorge G.

451

Welcome to the USGS NAWQA Program Quarterly Highlights, January 2011 Highlights are from the USGS National Water-Quality Assessment Program (NAWQA), which has

  Environmental Sciences and Ecology Websites

Summary: is 10 micrograms per liter. 2. Coal-tar sealant largest source of polycyclic aromatic hydrocarbons (PAHs and USGS research has recently demonstrated that coal-tar-based pavement sealant is the largest sources


452

Washington State DOT Report: State Report Questions on MEPDG Implementation

  Engineering Websites

Summary: 's status as far as MEPDG Implementation. We haven't decided to move forward with the MEPDG (Darwin ME, not new pavement. Darwin ME does not have this capability. · Limited resources to train and update Region


453

Evaluation of Non-intrusive Traffic Detection Technologies Phase III

  Energy Storage, Conversion and Utilization Websites

Summary: not intrude into pavement for installation. ·! Sensors above, below or to the side of the roadway qualify;Miovision #12;Miovision #12;Laser-based sensors #12;PEEK AxleLight #12;TIRTL #12;TIRTL #12;#12;#12;#12;

Minnesota, University of

454

A General Procedure for the Construction of Mirror Anamorphoses Francesco De Comite

  Physics Websites

Summary: Julian Beever [3], Kurt Wenner [4], both specialists in chalk painted anamorphoses on street pavement two artworks, where a central conical mirror was surrounded by a plastic carved cylinder. The image

Paris-Sud XI, Université de

455

A SCIENCE SERVICE FEATTIRE \\THY THE AEATHER ?

  Environmental Sciences and Ecology Websites

Summary: fsequentfy lacking, +ators t o warm the confined air; Pavements, and the trrells of buildings derve a6 r o d that a large part of the t i r e trouble experienced by motorists i s due to expansion of the air i n the t i r e by heat. mould doubtless play a large part i n aggravating this condition. High pavement ~emper


456

Profound imbalance of pro-fibrinolytic and anti-fibrinolytic factors (tissue plasminogen activator and plasminogen

  Biology and Medicine Websites

Summary: and plasminogen activator inhibitor type 1) and severe bleeding diathesis in a patient with cirrhosis: correction with alcoholic cirrhosis suffered several spontaneous, life-threatening, deep muscle bleeding episodes episodes. Decompensated cirrhosis eventually necessitated orthotopic liver transplantation. Post

Mosher, Deane F.

457

Simulation of spike stall inception in a radial vanted diffuser

  MIT - DSpace

Summary: In turbocharger application bleed air at impeller exit is typically used to seal bearing compartments and to balance axial thrust in the rotor. It was previously shown that this bleed air can have a significant impact on ...

Hill, Raymond Andrew, IV
2007-01-01

458

PROCESS DEVELOPMENT STUDIES ON THE BIOCONVERSION OF CELLULOSE AND PRODUCTION OF ETHANOL

  University of California eScholarship Repository

Summary: the solenoid is activated and air bleeds rapidly into theto bleed filtered The controller activates a solenoid airbleed) Return from flash vessel-1 Substrate feed-- 11 1T rl l vapor condenser r Filtered air /(

Wilke, Charles R.
2012-01-01

459

Course Objective 1 1c Define terms common to the discussion of patients with disorders of the gastrointestinal system.

  Biology and Medicine Websites

Summary: , malabsorption, jaundice, gastrointestinal bleeding. 4 1a Describe the anatomy, microanatomy of effective care of gastrointestinal diseases (including surgical abdomen, GI bleeding) 15 to the discussion of patients with disorders of the gastrointestinal system. 2 1c Correlate

Myers, Lawrence C.

460

Gastrointestinal hemorrhage after laparoscopic gastric bypass

  University of California eScholarship Repository

Summary: Gastrointestinal Hemorrhage after Laparoscopic Gastric Bypass indication of active and persistent bleeding.Gastrointestinal Hemorrhage after Laparoscopic Gastric Bypass It is not necessary to identify the actual site of GI bleeding,

Nguyen, N T MD; Longoria, M; Chalifoux, S; Wilson, S E
2004-01-01

461

Universittsmedizin Gttingen Publikationen und Hochschulschriften 2008

  Biology and Medicine Websites

Summary: , Obenauer S (2008) Detection of gastrointestinal bleeding by using multislice computed tomography anticoagulation medication or having a bleeding diathesis]. AKTUEL UROL, 39(3): 215-8. 9. Seseke S, Schweyer S

Gollisch, Tim

462

Director's Message 2 Esophageal Cancer Treatment 3

  Biology and Medicine Websites

Summary: - vasive alternative to endometrial ablation or hysterectomy, con- ventional remedies for uterine bleeding. "Endometrial abla- tion is an established therapy for uterine bleeding, but an im- perfect one," explains Dr

George, Steven C.

463

CLINICAL FELLOWSHIP PROGRAM IN COAGULATION The Department of Pathology and Laboratory Medicine

  Chemistry Websites

Summary: and investigation of inherited and acquired bleeding disorders; platelet abnormalities (platelet aggregation, thromboelastography & platelet mapping, platelet electron microscopy), thrombophilic investigations

MacMillan, Andrew

464

Department of Nephrology,

  CiteSeer

Summary: Introduction: In every case of upper gastrointestinal bleeding suspicion, an endoscopic examination ought to be performed as a matter of urgency. Finding active bleeding, a visible non-bleeding vessel or a lesion with an adherent clot should be followed by application of an available method of endoscopic therapy. The aim of the study was to compare the effectiveness of various endoscopic

Krzysztof Kujawski; Magdalena Stasiak; Mariusz St?pie?; Jacek Rysz; Prof Jacek Rysz
2010-01-01

465

REVIEW ARTICLE Unresolved issues in diagnosis and management of inherited

  Biology and Medicine Websites

Summary: of bleeding and the causes and risk factors for bleeding are decidedly different than an older child, but not the factor IX (FIX), levels and may make diagnosis more difficult. DNA testing can identify with 100REVIEW ARTICLE Unresolved issues in diagnosis and management of inherited bleeding disorders

Ponder, Katherine P.

466

Number: Revision: LS-OPS-0035 B

  Physics Websites

Summary: . 4. Slowly bleed up with dry nitrogen while Coordinator monitors pressure between water cooled Be VAT valve #1A AND WATER COOLED BE-WINDOW #1A. A. Bleed-up 1. Notify the Coordinator (beeper 3456. Coordinator places yellow tag on VAT valve #1A. 5. Slowly bleed up with dry nitrogen while Coordinator

Ohta, Shigemi

467

Brookhaven National Laboratory/ LIGHT SOURCES DIRECTORATE Subject: VACUUM PROCEDURES FOR BEAMLINE U-4A

  Physics Websites

Summary: . Slowly bleed-up with boil-off N2 while Coordinator monitors the Front-End pressure. B. Return and Valve 1A. 6. Slowly bleed-up with boil-off N2 while Coordinator monitors monochromator pressure on Valve 3A and Valve 2A. 5. Slowly bleed-up with boil-off N2 while Coordinator monitors pressure

Ohta, Shigemi

468

Brookh:lVen National Laboratorv/ LIGHT SOURCES DIRECTORATE Subject: I VACUUM PROCEDURES FOR BEAMLINE X-l6A

  Physics Websites

Summary: and the Front-End High Vacuum Valve. 5. Slowly bleed-up with boil-offNzwhile Coordinator monitors pressure to preserve downstream vacuum. 3. Coordinator places Yellow Tag on Valve 1A. 4. Slowly bleed-up with boil vacuum. 3. Coordinator places Yellow Tag on Valve 2A. 4. Slowly bleed-up with boil-off N2 while

Ohta, Shigemi

469

A study of the plastic and elastic strain characteristics of an angular and well-graded sand experiencing cyclic loading

  Texas A&M University - TxSpace

Summary: feasible eeans of the application of the elastic theory to pavement design 1% one step nearer. The study conta1ned 1n this thesis vas a continuation of the basic research previously noted. The purpose of this study vas to obtain a better understanding... of the true stress strain relationships and the non elastic behavior of an angular snd well graded sand experiencing cyclic loading. THE RESEARCH PROE EM The basic purpose in the compaction of the base and sub bass courses of a pavement system...

Spencer, William Frank
1957-01-01

470

Brookhaven National Laboratory/ LIGHT SOURCES DIRECTORATE Subject: VACUUM PROCEDURES FOR BEAMLINE X-19C

  Physics Websites

Summary: on Valve 1C and the Front-End High Vacuum Valve. 5. Slowly bleed-up with boil-off N2 while Coordinator Valve 1C. 3. Coordinator places Yellow Tag on Valve 1C. 4. Slowly bleed-up with boil-off N2 while. 3. Coordinator places Yellow Tag on Valve 2C. 4. Slowly bleed-up with boil-off N2 while Coordinator

Ohta, Shigemi

471

Brookhaven National Laboratory/LIGHT SOURCES DIRECTORATE Subject: VACUUM PROCEDURES FOR BEAMLINE X-24A

  Physics Websites

Summary: . Coordinator places yellow tag on Valve 1A and the Front End GP Valve. 5. Slowly bleed-up with boil-off N2 places yellow tag on Valve 2A and Valve 1A. 4. Slowly bleed-up with boil-off N2 while Coordinator. 4. Slowly bleed-up with boil-off N2 while Coordinator monitors pressure between Valve 3A and Valve 2

Ohta, Shigemi

472

Brookhaven National Laboratory/National Synchrotron Light Source Subject: VACUUM PROCEDURES FOR BEAMLINE X-13B

  Physics Websites

Summary: Tags on Valve V1 and the Front-End Valve. 5. Slowly bleed up with boil-off N2 while Coordinator V2A, V2B, and Valve V1. 5. Slowly bleed-up with boil-off N2 while Coordinator monitors the pressure on Valve V2B. 4. Slowly bleed up with boil-off N2 while Coordinator monitors the pressure in M0 Mirror

Ohta, Shigemi

473

Brookhaven National Laboratory/National Synchrotron Light Source Subject: VACUUM PROCEDURES FOR BEAMLINE X-13A

  Physics Websites

Summary: and Front End Valve. 5. Slowly bleed-up with boil-off N2 while Coordinator monitors front end pressure. and V1. 4. Slowly bleed-up with boil-off N2 while Coordinator monitors the pressure in M0A mirror was closed and sealed at Bleed-Up section III point A.2., Open ValveV2B into M0 mirror chamber provided

Ohta, Shigemi

474

Volume 0 (1981), Number 0 pp. 127 COMPUTER GRAPHICS forum The State of the Art in Interactive Global Illumination

  Computer Technologies and Information Sciences Websites

Summary: with global illumination: Multiple diffuse and specular bounces, caustics and scattering. Abstract creating stunning visual phenomena such as color bleeding, reflections, crepuscular rays, and caustics

Kautz, Jan

475

unknown title

  CiteSeer

Summary: Expression of vascular endothelial growth factors and their receptors in human endometrium from women experiencing abnormal bleeding patterns after prolonged use of a levonorgestrel-releasing intrauterine system

Björn Möller; Maria Rönnerdag; Guimin Wang; Viveca Odlind; Matts Olovsson

476

Child Information: Our Little Village

  Mathematics Websites

Summary: : Allergy to medicine, food, animal ADHD (Attention Deficit Hyperactive Disorder) Asthma Seizures Heart Trouble Diabetes Bleeding disorders Other Please explain any checked item from above: Please list any

Escher, Christine

477

How well do emergency Medical Dispatch codes predict prehospital medication administration in a diverse urban community?

  University of California eScholarship Repository

Summary: CARDIAC clammy Hemorrhage/laceration - not dangerous hemorrhage Hemorrhage/laceration - possibly dangerous hemorrhage Hemorrhage/laceration - serious hemorrhage Hemorrhage/laceration - bleeding disorder

Sporer, KA; Wilson, KG
2013-01-01

478

UNIVERSITY OF WASHINGTON DIVING MEDICAL HISTORY

  Geosciences Websites

Summary: of the blood, or easy bleeding. Heart disease, diabetes, high cholesterol Anatomical heart abnormalities High blood pressure Collapsed lung Asthma Other lung disease Diabetes mellitus Pregnancy Surgery

Wilcock, William

479

Congrs Franais de Mcanique Besanon, 29 aot au 2 septembre 2011 Mthode thermique d'valuation de la qualit du collage

  Physics Websites

Summary: qualité de collage. Abstract: Asphalt pavements are obtained after mixing aggregates and bitumen both bonding of the bitumen on aggregates. However, the precise evaluation of the bonding capacity remains on the determination of the thermal contact resistance at the interface between bitumen and aggregate. We aim

Paris-Sud XI, Université de

480

In 2006 and 2007, the Division of Water Qual-ity, North Carolina Department of Environment

  Environmental Management and Restoration Websites

Summary: In 2006 and 2007, the Division of Water Qual- ity, North Carolina Department of Environment percent of a parking lot to be made of permeable pavement or a suitable, environ- mentally. The base is immediately below the surface layer (cover). It also stores water during and immediately after

Hunt, William F.

481

The purpose of this project is to provide DOTD match funding for the proposed research. This project is associated with the LTRC/Southern partnership with Research on Concrete

  Biology and Medicine Websites

Summary: will investigate cost-effective, rapid pavement repair techniques that can reduce cost and duration.Two types of concrete materials are proposed for investigation in this project, including adaptive rheology concrete for water intrusion. Based on the above methodology, the use of shrinkage reducing admixtures (SRAs

Stephens, Jacqueline

482

State DOT: Wisconsin DOT State Report Questions on NDT Testing

  Engineering Websites

Summary: coring, our results were not as accurate as we had hoped--not accurate enough to use this instrument of this instrument. One main reason we had difficulty is that on projects where dowels were placed using baskets, our of this instrument to provide accurate data. MIT SCAN T2 for pavement thickness: We installed numerous reflector


483

Fall 2010 Sustainability.lsu.edu Page | 1 HIGHLIGHTS Fall 2010

  Renewable Energy Websites

Summary: normal operations, heat to buildings is automatically turned off when outside air temperature reaches set bike racks, construction waste diversion, indoor air quality control, use of recycled content, and high Sustainability.lsu.edu Page | 2 LSU Construction Management professor lays pollution-cleaning pavement on campus


484

Rosanne D'Arrigo Erika Mashig David Frank Rob Wilson Gordon Jacoby

  Geosciences Websites

Summary: over the past millennium inferred from Northwestern Alaska tree rings Received: 15 June 2004 / Accepted a new tree-ring width data set of 14 white spruce chronologies for the Seward Peninsula (SP), Alaska- stone outcrops, interspersed with wide gravel pavements R. D'Arrigo (&) Æ E. Mashig Æ G. Jacoby Tree-Ring


485

Technical Report Documentation Page 1. Report No.

  Energy Storage, Conversion and Utilization Websites

Summary: EVALUATION OF HOT AND COLD POUR CRACK SEALING TREATMENTS ON ASPHALT SURFACED PAVEMENTS 6. Performing on AASHTO P20-94 "Standard Practice for Evaluating the Performance of Crack Sealing Treatment on Asphalt of completed page authorized #12;#12;Performance Evaluation of Hot and Cold Pour Crack Sealing Treatments

Texas at Austin, University of

486

State DOT: South Dakota State Report Questions on MEPDG Implementation

  Engineering Websites

Summary: . Develop formal SDDOT-specific MEPDG-related documentation. In progress. h. Develop and populate a central and validate MEPDG performance prediction models to local conditions. Once the design catalog is near as the official SDDOT pavement design method. In progress. #12;l. Develop a design catalog. Currently testing


487

BUSINESS ANALYSIS AND SOLUTIONS REPORT Zhanmin Zhang

  Energy Storage, Conversion and Utilization Websites

Summary: 0-4381-P2 BUSINESS ANALYSIS AND SOLUTIONS REPORT Authors: Zhanmin Zhang Pithon Vithayasricharoen potential source(s) of pavement layer information at TxDOT. This product provides an analysis ......................................................................................2 2.1.1 Control-Section-Job Number (CSJ Number)............................................2 2

Texas at Austin, University of

488

POSTER TEMPLATE BY: www.PosterPresentations.com

  Engineering Websites

Summary: , and minimizing the waste of products with road construction value. Concrete pavements are being designed of maintenance and treatment. As part of its sustainability effort, SDDOT specifies the option to recycle for its use in most other structural and miscellaneous concrete mix designs. RECYCLED PORTLAND CEMENT


489

CE990 Graduate Seminar Presentations The presentation materials shown in this file were prepared by graduate

  Physics Websites

Summary: supply. ·Using recycled materials: ·The City of Saskatoon has limited experience with both RAP product aggregate within an urban pavement structure. 2.To investigate the application of mechanistic in the City of Saskatoon. #12;Methodology #12;Processed Materials Recycled PCC Drainage Rock Conventional COS

Saskatchewan, University of

490

This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research

  Physics Websites

Summary: ,version1-24May2011 Author manuscript, published in "Resources Conservation and Recycling 54, 6 (2010) pp and Recycling 54 (2010) 348­358 Contents lists available at ScienceDirect Resources, Conservation and Recycling recycled into pavement structures Shahinaz Sayagha,b , Anne Venturaa, , Tung Hoanga,c , Denis Franc¸ oisa

Paris-Sud XI, Université de

491

ISAP 2012 TG6 of Rilem TC-SIB: Classification of RAP 1/14 Classification of Recycled Asphalt (RA) Material

  Physics Websites

Summary: , the term "RA" is used for three different materials: milled recycled product, mix used for the pavement, and reclaimed asphalt. The term "RA" in this paper is in context of milled recycled product (recycling asphalt granulate) used for cold recycling. 2. RA Production Methods and Characterization The production

Paris-Sud XI, Université de

492

Research and Extension Education Capabilities AgriLife Urban Solutions Center and associated County Extension Programs

  Geosciences Websites

Summary: · Irrigation system design and management · Rainwater harvesting, rain gardens, porous pavements, green roofs ornamental plants · Gardens using EarthKind® roses and EarthKind® soils · Development of wildflowers as new and landscape plants Educational Gardens and Landscapes · Design and development of Resource-EfficientTM , Earth


493

State Report Questions April 26-28, 2011 TTCC/NCC Meeting

  Engineering Websites

Summary: , HMAC pavements are generally 100% QC/QA). The contractor is responsible for running all job control The contractor job control tests are not used for payment purposes (as payment is based on depth tolerance) do employ a (mostly) QC/QA specification. 2. Identify any differences in QC/QA requirements


494

Doctoral Dissertation Titles: From Present back to Fall of 1990

  Environmental Sciences and Ecology Websites

Summary: Dissertation Title Allen, Jorie C Test Model of a Healthy Lifestyle Intervention Program Myers, Jay Lewis Lipases and Solvents for Trans/-Esterification of Used Vegetable Oils Chemistry Author Dissertation Title Routines for Hydrological Modeling of Permeable Pavement Systems Medeiros, Marcelo Silva Characterization

New Hampshire, University of

495

A summary of chapter 9 (pages 241272) of the IMCP Manual (reference information on page 4) Technical Summary

  Engineering Websites

Summary: Pavements: A State-of-the- Practice Manual (IMCP manual). The summaries provide an overview of the manual). This document also describes how good record-keeping methods can support effective data analysis, explains how contractors make well-informed, on-target process control adjustments, which are important for achieving


496

A REAL-TIME VISION-BASED OUTDOOR NAVIGATION SYSTEM FOR THE WHEELCHAIR ROBOT

  Computer Technologies and Information Sciences Websites

Summary: multi-sensor fusion method to locate the lane and pavement edges in the optical and radar imagesA REAL-TIME VISION-BASED OUTDOOR NAVIGATION SYSTEM FOR THE WHEELCHAIR ROBOT Xiaojun Qi and Yinbing@cc.usu.edu ABSTRACT This paper presents a robust and reliable system that navigates the wheelchair robot without

Qi, Xiaojun

497

13th Annual Transportation Engineering and Road Research Alliance (TERRA)

  Energy Storage, Conversion and Utilization Websites

Summary: ) Department of Civil Engineering, University of Minnesota City Engineers Association of Minnesota Minnesota Research Institute (PRI), University of Minnesota Hosted by: Center for Transportation Studies, University of Minnesota February 12, 2009 University of Minnesota St. Paul Campus Minnesota Pavement Conference: Session

Minnesota, University of

498

5-1924-01-P4 DATA HANDLING PROCEDURES FOR THE TEXAS

  Energy Storage, Conversion and Utilization Websites

Summary: the handling and storage of "raw, cleansed, and processed" data. Keywords: APT, data procedures, data, raw, cleansed, processed, MLS, accelerated pavement testing No. of Pages: 30 #12;ACKNOWLEDGMENTS The authors ....................................................................................................................... 3 2. Data Collection, Data Cleansing, Data Processing, and Data Storage

Texas at Austin, University of

499

Accuracy of the Two Common Semi-Analytical Equations in Predicting Asphalt

  Engineering Websites

Summary: for the estimation of permeability (k) of asphalt pavements (Al-Omari et al. 2002). Table 1 #12;2 GeoX 2006, 2nd of these equations are based on the approximation of pore structure with simple geometries, such as tubes and cones

Aydilek, Ahmet

500

BIOGRAPHICAL DATA BRIAUD, Jean-Louis February, 2010

  Engineering Websites

Summary: Department of Civil Engineering Texas A&M University College Station, Texas 77843-3136 Tel: (979) 845 Unsaturated Soil Mechanics Compaction Control Foundation Engineering In situ Testing Structural Mechanics Shrink-Swell Clays Field Testing Pavement Engineering Retaining Structures Soil Mechanics Risk Analysis

Briaud, Jean Louis

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