Settlement At Culverts, May 1984

Research project HR-219 was sponsored by the Iowa Highway Research Board and the Iowa Department of Transportation. The funding authorized from the Primary Road Research Fund was $11,200. The author wishes to express his appreciation to Iowa DOT personnel for their participation in the research. The special features were incorporated into the plans by Road Design personnel. Office of Materials personnel developed the proportions for the flowable mortar. Project inspection was provided by the Creston Resident Engineer and his staff. The excellent cooperation of the contractors contributed to the success of the research. The prime contractor was Irving F. Jensen Company, Inc. of Sioux City, Iowa who retained Reilly Construction Company of Ossian, Iowa and GNA Concrete, Inc. of Grimes, Iowa as subcontractors for the special culvert backfilling.

Performance of Strip Seals in Iowa Bridges, Project TR-437, January 2001

A pilot study was conducted on the premature failures of neoprene strip seals in expansion joints in Iowa bridges. In a relatively large number of bridges, strip seals have pulled out of the steel extrusions or otherwise failed well before the expected life span of the seal. The most serious consequence of a strip-seal failure is damage to the bridge substructure due to salt, water, and debris interacting with the substructure. A literature review was performed. Manufacturers’ specifications and recommendations, practices in the states bordering Iowa, and Iowa DOT design and installation guidelines were reviewed. Discussions were held with bridge contractors and the installation of a strip seal system was observed. Iowa DOT bridge databases were analyzed. A national survey was conducted on the use and performance of strip seals. With guidance from the Iowa DOT, twelve in-service bridges with strip-seal expansion joints were selected for detailed investigation. Effective bridge temperatures and corresponding expansion-joint openings were measured, DOT inspection reports were reviewed, and likely cause(s) of premature failures of strip seals were proposed. All of the seals used in the twelve bridges that had the most serious failures were in concrete girder bridges. Experimental results show that for a majority of these serious failures, the joint opening at 0° F predicted by the Iowa DOT design equations, the joint opening at 0° F extrapolated from the experimental data, or both, are larger than the movement rating of the strip seal specified on the bridge plans. Other likely causes of premature failures of seals in the twelve bridges include debris and ice in the seal cavity, a large skew and the corresponding decrease in the movement rating of the seal, improper installation, and improper setting of the initial gap.

Maintenance Asset Management Project -- Phase II, July 31, 2013

Expanded abstract: Iowa Department of Transportation (IA DOT) is finalizing research to streamline field inventory/inspection of culverts by Maintenance and Construction staff while maximizing the use of tablet technologies. The project began in 2011 to develop some new best practices for field staff to assist in the inventory, inspection and maintenance of assets along the roadway. The team has spent the past year working through the complexities of identifying the most appropriate tablet hardware for field data collection. A small scale deployment of tablets occurred in spring of 2013 to collect several safety related assets (culverts, signs, guardrail, and incidents). Data can be collected in disconnected or connected modes and there is an associated desktop environment where data can be viewed and queried after being synced into the master database. The development of a deployment plan and related workflow processes are underway; which will eventually feed information into IA DOTs larger asset management system and make the information available for decision making. The team is also working with the IA DOT Design Office on Computer Aided Drafting (CAD) data processing and the IA DOT Construction office with a new digital As-Built plan process to leverage the complete data life-cycle so information can be developed once and leveraged by the Maintenance staff farther along in the process.

Training Development for Pavement Preservation, RB07-011, 2013

This research project strives to help the Iowa Department of Transportation (DOT) fully achieve the full benefits of pavement preservation through training on proper selection, design, and application of pavement preservation treatments. In some cases, there is a lack of training when conducting one of these steps and the objective of applying pavement preservation techniques is compromised. Extensive amounts of literature on pavement preservation exist, but a structured approach on how to train staff in selecting, designing, and applying pavement preservation techniques is lacking. The objective of this project was to develop a training-oriented learning management system to address pavement preservation treatments (chip seals, fog seals, slurry systems, and crack seals and fills) as they are dealt with during the phases of selection, design, and construction. Early in the project, it was critical to identify the staff divisions to be trained and the treatments to be included. Through several meetings with the Iowa DOT, three staff divisions were identified: maintenance staff (in charge of selection), design staff, and construction staff. In addition, the treatments listed above were identified as the focus of the study due to their common use. Through needs analysis questionnaires and meetings, the knowledge gap and training needs of the agency were identified. The training modules developed target the gap from the results of the needs analysis. The concepting (selection) training focuses on providing the tools necessary to help make proper treatment selection. The design training focuses on providing the information necessary on the treatment materials (mostly binders and aggregates) and how to make proper material selection. Finally, the construction training focuses on providing equipment calibration procedures, inspection responsibilities, and images of poor and best practices. The research showed that it is important to train each division staff (maintenance, design, and construction) separately, as each staff division has its own needs and interests. It was also preferred that each treatment was covered on an individual basis. As a result of the research, it is recommended to evaluate the performance of pavement preservation treatments pre- and post-training continuously to compare results and verify the effectiveness of the learning management system.

Pulse wave amplitude drops during sleep are reliable surrogate markers of changes in cortical activity

Rapport de synthèseLe syndrome d'apnées obstructives du sommeil (SAOS) est une pathologie respiratoire fréquente. Sa prévalence est estimée entre 2 et 5% de la population adulte générale. Ses conséquences sont importantes. Notamment, une somnolence diurne, des troubles de la concentration, des troubles de la mémoire et une augmentation du risque d'accident de la route et du travail. Il représente également un facteur de risque cardiovasculaire indépendant.Ce syndrome est caractérisé par la survenue durant le sommeil d'obstructions répétées des voies aériennes supérieures. L'arrêt ou la diminution d'apport en oxygène vers les poumons entraîne des épisodes de diminution de la saturation en oxygène de l'hémoglobine. Les efforts ventilatoires visant à lever l'obstacle présent sur les voies aériennes causent de fréquents réveils à l'origine d'une fragmentation du sommeil.La polysomnographie (PSG) représente le moyen diagnostic de choix. Il consiste en l'enregistrement dans un laboratoire du sommeil et en présence d'un technicien diplômé, du tracé électroencéphalographique (EEG), de l'électrooculogramme (EOG), de l'électromyogramme mentonnier (EMG), du flux respiratoire nasal, de l'oxymétrie de pouls, de la fréquence cardiaque, de l'électrocardiogramme (ECG), des mouvements thoraciques et abdominaux, de la position du corps et des mouvements des jambes. L'examen est filmé par caméra infrarouge et les sons sont enregistrés.Cet examen permet entre autres mesures, de déterminer les événements respiratoires obstructifs nécessaires au diagnostic de syndrome d'apnée du sommeil. On définit une apnée lors d'arrêt complet du débit aérien durant au moins 10 secondes et une hypopnée en cas, soit de diminution franche de l'amplitude du flux respiratoire supérieure à 50% durant au moins 10 secondes, soit de diminution significative (20%) de l'amplitude du flux respiratoire pendant au minimum 10 secondes associée à un micro-éveil ou à une désaturation d'au moins 3% par rapport à la ligne de base. La détection des micro-éveils se fait en utilisant les dérivations électroencéphalographiques, électromyographiques et électrooculographiques. Il existe des critères visuels de reconnaissance de ces éveils transitoire: apparition de rythme alpha (8.1 à 12.0 Hz) ou beta (16 à 30 Hz) d'une durée supérieure à 3 secondes [20-21].Le diagnostic de S AOS est retenu si l'on retrouve plus de 5 événements respiratoires obstructifs par heure de sommeil associés soit à une somnolence diurne évaluée selon le score d'Epworth ou à au moins 2 symptômes parmi les suivants: sommeil non réparateur, étouffements nocturne, éveils multiples, fatigue, troubles de la concentration. Le S AOS est gradué en fonction du nombre d'événements obstructifs par heure de sommeil en léger (5 à 15), modéré (15 à 30) et sévère (>30).La polysomnographie (PSG) comporte plusieurs inconvénients pratiques. En effet, elle doit être réalisée dans un laboratoire du sommeil avec la présence permanente d'un technicien, limitant ainsi son accessibilité et entraînant des délais diagnostiques et thérapeutiques. Pour ces mêmes raisons, il s'agit d'un examen onéreux.La polygraphie respiratoire (PG) représente l'alternative diagnostique au gold standard qu'est l'examen polysomnographique. Cet examen consiste en l'enregistrement en ambulatoire, à savoir au domicile du patient, du flux nasalrespiratoire, de l'oxymétrie de pouls, de la fréquence cardiaque, de la position du corps et du ronflement (par mesure de pression).En raison de sa sensibilité et sa spécificité moindre, la PG reste recommandée uniquement en cas de forte probabilité de SAOS. Il existe deux raisons principales à l'origine de la moindre sensibilité de l'examen polygraphique. D'une part, du fait que l'état de veille ou de sommeil n'est pas déterminé avec précision, il y a dilution des événements respiratoires sur l'ensemble de l'enregistrement et non sur la période de sommeil uniquement. D'autre part, en l'absence de tracé EEG, la quantification des micro-éveils est impossible. Il n'est donc pas possible dans l'examen poly graphique, de reconnaître une hypopnée en cas de diminution de flux respiratoire de 20 à 50% non associée à un épisode de désaturation de l'hémoglobine de 3% au moins. Alors que dans l'examen polysomnographique, une telle diminution du flux respiratoire pourrait être associée à un micro-éveil et ainsi comptabilisée en tant qu'hypopnée.De ce constat est né la volonté de trouver un équivalent de micro-éveil en polygraphie, en utilisant les signaux à disposition, afin d'augmenter la sensibilité de l'examen polygraphique.Or plusieurs études ont démontrés que les micro-éveils sont associés à des réactions du système nerveux autonome. Lors des micro-éveils, on met en évidence la survenue d'une vasoconstriction périphérique. La variation du tonus sympathique associée aux micro-éveils peut être mesurée par différentes méthodes. Les variations de l'amplitude de l'onde de pouls mesurée par pulsoxymétrie représentant un marqueur fiable de la vasoconstriction périphérique associée aux micro-réveils, il paraît donc opportun d'utiliser ce marqueur autonomique disponible sur le tracé des polygraphies ambulatoires afin de renforcer la sensibilité de cet examen.Le but de l'étude est d'évaluer la sensibilité des variations de l'amplitude de l'onde de pouls pour détecter des micro-réveils corticaux afin de trouver un moyen d'augmenter la sensibilité de l'examen polygraphique et de renforcer ainsi sont pouvoir diagnostic.L'objectif est de démontrer qu'une diminution significative de l'amplitude de l'onde pouls est concomitante à une activation corticale correspondant à un micro¬réveil. Cette constatation pourrait permettre de déterminer une hypopnée, en polygraphie, par une diminution de 20 à 50% du flux respiratoire sans désaturation de 3% mais associée à une baisse significative de l'amplitude de pouls en postulant que l'événement respiratoire a entraîné un micro-réveil. On retrouve par cette méthode les mêmes critères de scoring d'événements respiratoires en polygraphie et en polysomnographie, et l'on renforce la sensibilité de la polygraphie par rapport au gold standard polysomnographique.La méthode consiste à montrer en polysomnographie qu'une diminution significative de l'amplitude de l'onde de pouls mesurée par pulsoxymétrie est associée à une activation du signal électroencéphalographique, en réalisant une analyse spectrale du tracé EEG lors des baisses d'amplitude du signal d'onde de pouls.Pour ce faire nous avons réalisé une étude rétrospective sur plus de 1000 diminutions de l'amplitude de l'onde de pouls sur les tracés de 10 sujets choisis de manière aléatoire parmi les patients référés dans notre centre du sommeil (CIRS) pour suspicion de trouble respiratoire du sommeil avec somnolence ou symptomatologie diurne.Les enregistrements nocturnes ont été effectués de manière standard dans des chambres individuelles en utilisant le système d'acquisition Embla avec l'ensemble des capteurs habituels. Les données ont été par la suite visuellement analysées et mesurées en utilisant le software Somnologica version 5.1, qui fournit un signal de l'amplitude de l'onde de pouls (puise wave amplitude - PWA).Dans un premier temps, un technicien du sommeil a réalisé une analyse visuelle du tracé EEG, en l'absence des données du signal d'amplitude d'onde de pouls. Il a déterminé les phases d'éveil et de sommeil, les stades du sommeil et les micro¬éveils selon les critères standards. Les micro-éveils sont définis lors d'un changement abrupt dans la fréquence de l'EEG avec un pattern d'ondes thêta-alpha et/ou une fréquence supérieure à 16 Hz (en l'absence de fuseau) d'une durée d'au minimum trois secondes. Si cette durée excède quinze secondes, l'événement correspond à un réveil.Puis, deux investigateurs ont analysé le signal d'amplitude d'onde de pouls, en masquant les données du tracé EEG qui inclut les micro-éveils. L'amplitude d'onde de pouls est calculée comme la différence de valeur entre le zénith et le nadir de l'onde pour chaque cycle cardiaque. Pour chaque baisse de l'amplitude d'onde de pouls, la plus grande et la plus petite amplitude sont déterminées et le pourcentage de baisse est calculé comme le rapport entre ces deux amplitudes. On retient de manière arbitraire une baisse d'au moins 20% comme étant significative. Cette limite a été choisie pour des raisons pratiques et cliniques, dès lors qu'elle représentait, à notre sens, la baisse minimale identifiable à l'inspection visuelle. Chaque baisse de PWA retenue est divisée en 5 périodes contiguës de cinq secondes chacune. Deux avant, une pendant et deux après la baisse de PWA.Pour chaque période de cinq secondes, on a pratiqué une analyse spectrale du tracé EEG correspondant. Le canal EEG C4-A1 est analysé en utilisant la transformée rapide de Fourier (FFT) pour chaque baisse de PWA et pour chaque période de cinq secondes avec une résolution de 0.2 Hz. La distribution spectrale est catégorisée dans chaque bande de fréquence: delta (0.5 à 4.0 Hz); thêta (4.1 à 8.0Hz); alpha (8.1 à 12.0 Hz); sigma (12.1 à 16 Hz) et beta (16.1 à 30.0 Hz). La densité de puissance (power density, en μΥ2 ) pour chaque bande de fréquence a été calculée et normalisée en tant que pourcentage de la puissance totale. On a déterminé, ensuite, la différence de densité de puissance entre les 5 périodes par ANOVA on the rank. Un test post hoc Tukey est été utilisé pour déterminer si les différences de densité de puissance étaient significatives. Les calculs ont été effectués à l'aide du software Sigmastat version 3.0 (Systat Software San Jose, California, USA).Le principal résultat obtenu dans cette étude est d'avoir montré une augmentation significative de la densité de puissance de l'EEG pour toutes les bandes de fréquence durant la baisse de l'amplitude de l'onde de pouls par rapport à la période avant et après la baisse. Cette augmentation est par ailleurs retrouvée dans la plupart des bande de fréquence en l'absence de micro-réveil visuellement identifié.Ce résultat témoigné donc d'une activation corticale significative associée à la diminution de l'onde de pouls. Ce résulat pourrait permettre d'utiliser les variations de l'onde de pouls dans les tracés de polygraphie comme marqueur d'une activation corticale. Cependant on peut dire que ce marqueur est plus sensible que l'analyse visuelle du tracé EEG par un technicien puisque qu'on notait une augmentation de lactivité corticale y compris en l'absence de micro-réveil visuellement identifié. L'application pratique de ces résultats nécessite donc une étude prospective complémentaire.

Virtual screening and computational optimization for the discovery of covalent prolyl oligopeptidase inhibitors with activity in human cells.

Our docking program, Fitted, implemented in our computational platform, Forecaster, has been modified to carry out automated virtual screening of covalent inhibitors. With this modified version of the program, virtual screening and further docking-based optimization of a selected hit led to the identification of potential covalent reversible inhibitors of prolyl oligopeptidase activity. After visual inspection, a virtual hit molecule together with four analogues were selected for synthesis and made in one-five chemical steps. Biological evaluations on recombinant POP and FAPα enzymes, cell extracts, and living cells demonstrated high potency and selectivity for POP over FAPα and DPPIV. Three compounds even exhibited high nanomolar inhibitory activities in intact living human cells and acceptable metabolic stability. This small set of molecules also demonstrated that covalent binding and/or geometrical constraints to the ligand/protein complex may lead to an increase in bioactivity.

Investigation of Two Bridge Alternatives for Low Volume Roads - Phase II Volume 1 of 2 Concept 1: Steel Beam Precast Units, TR-410, 2000

This project continues the research which addresses the numerous bridge problems on the Iowa secondary road system. It is a continuation (Phase 2) of Project HR-382, in which two replacement alternatives (Concept 1: Steel Beam Precast Units and Concept 2: Modification of the Benton County Beam-in-Slab Bridge) were investigated. In previous research for concept 1, a precast unit bridge was developed through laboratory testing. The steel-beam precast unit bridge requires the fabrication of precast double-tee (PCDT) units, each consisting of two steel beams connected by a reinforced concrete deck. The weight of each PCDT unit is minimized by limiting the deck thickness to 4 in., which permits the units to be constructed off-site and then transported to the bridge site. The number of units required is a function of the width of bridge desired. Once the PCDT units are connected, a cast-in-place reinforced concrete deck is cast over the PCDT units and the bridge railing attached. Since the steel beam PCDT unit bridge design is intended primarily for use on low-volume roads, used steel beams can be utilized for a significant cost savings. In previous research for concept 2, an alternate shear connector (ASC) was developed and subjected to static loading. In this investigation, the ASC was subjected to cyclic loading in both pushout specimens and composite beam tests. Based on these tests, the fatigue strength of the ASC was determined to be significantly greater than that required in typical low volume road single span bridges. Based upon the construction and service load testing, the steel-beam precast unit bridge was successfully shown to be a viable low volume road bridge alternative. The construction process utilized standard methods resulting in a simple system that can be completed with a limited staff. Results from the service load tests indicated adequate strength for all legal loads. An inspection of the bridge one year after its construction revealed no change in the bridge's performance. Each of the systems previously described are relatively easy to construct. Use of the ASC rather than the welded studs significantly simplified the work, equipment, and materials required to develop composite action between the steel beams and the concrete deck.

Using Scanning Lasers for Real-Time Pavement Thickness Measurement, TR-538, 2006

Due to limited budgets and reduced inspection staff, state departments of transportation (DOTs) are in need of innovative approaches for providing more efficient quality assurance on concrete paving projects. The goal of this research was to investigate and test new methods that can determine pavement thickness in real time. Three methods were evaluated: laser scanning, ultrasonic sensors, and eddy current sensors. Laser scanning, which scans the surface of the base prior to paving and then scans the surface after paving, can determine the thickness at any point. Also, scanning lasers provide thorough data coverage that can be used to calculate thickness variance accurately and identify any areas where the thickness is below tolerance. Ultrasonic and eddy current sensors also have the potential to measure thickness nondestructively at discrete points and may result in an easier method of obtaining thickness. There appear to be two viable approaches for measuring concrete pavement thickness during the paving operation: laser scanning and eddy current sensors. Laser scanning has proved to be a reliable technique in terms of its ability to provide virtual core thickness with low variability. Research is still required to develop a prototype system that integrates point cloud data from two scanners. Eddy current sensors have also proved to be a suitable alternative, and are probably closer to field implementation than the laser scanning approach. As a next step for this research project, it is suggested that a pavement thickness measuring device using eddy current sensors be created, which would involve both a handheld and paver-mounted version of the device.

Evaluation of the Video Intubation Unit in morbid obese patients.

BACKGROUND: Tracheal intubation may be more difficult in morbidly obese (MO) patients than in the non-obese. The aim of this study was to evaluate clinically if the use of the Video Intubation Unit (VIU), a video-optical intubation stylet, could improve the laryngoscopic view compared with the standard Macintosh laryngoscope in this specific population. METHODS: We studied 40 MO patients (body mass index >35 kg/m(2)) scheduled for bariatric surgery. Each patient had a conventional laryngoscopy and a VIU inspection. The laryngoscopic grades (LG) using the Cormack and Lehane scoring system were noted and compared. Thereafter, the patients were randomised to be intubated with one of the two techniques. In one group, the patients were intubated with the help of the VIU and in the control group, tracheal intubation was performed conventionally. The duration of intubation, as well as the minimal SpO(2) achieved during the procedure, were measured. RESULTS: Patient characteristics were similar in both groups. Seventeen patients had a direct LG of 2 or 3 (no patient had a grade of 4). Out of these 17 patients, the LG systematically improved with the VIU and always attained grade 1 (P<0.0001). The intubation time was shorter within the VIU group, but did not attain significance. There was no difference in the SpO(2) post-intubation. CONCLUSION: In MO patients, the use of the VIU significantly improves the visualisation of the larynx, thereby improving the intubation conditions.

High Molecular Weight Methacrylate Sealing of a Bridge Deck, HR-2031, 1988

The Iowa Department of Transportation used a high molecular weight methacrylate (HMWM) resin to seal a 3,340 ft. x 64 ft. bridge deck in October 1986. The sealing was necessary to prevent deicing salt brine from entering a substantial number of transverse cracks that coincided with the epoxy coated top steel and unprotected bottom steel. HMWM resin is a three component product composed of a monomer, a cumene hydroperoxide initiator and a cobalt naphthenate promoter. The HMWM was applied with a dual spray bar system and flat-fan nozzles. Initiated monomer delivered through one spray bar was mixed in the air with promoted monomer from the other spray bar. The application rate averaged 0.956 gallons per 100 square feet for the tined textured driving lanes. Dry sand was broadcast on the surface at an average coverage of 0.58 lbs. per square yard to maintain friction. Coring showed that the HMWM resin penetrated the cracks more than two inches deep. Testing of the treated deck yielded Friction Numbers averaging 33 with a treaded tire compared to 36 prior to treatment. An inspection soon after treatment found five leaky cracks in one of the 15 spans. One inspection during a steady rain showed no leakage, but leakage from numerous cracks occurred during a subsequent rain. A second HMWM application was made on two spans. Leakage through the double application occurred during a rain. Neither the single or double application were successful in preventing leakage through the cracks.

Factors affecting visual analysis in single-case designs

Visual inspection remains the most frequently applied method for detecting treatment effects in single-case designs. The advantages and limitations of visual inference are here discussed in relation to other procedures for assessing intervention effectiveness. The first part of the paper reviews previous research on visual analysis, paying special attention to the validation of visual analysts" decisions, inter-judge agreement, and false alarm and omission rates. The most relevant factors affecting visual inspection (i.e., effect size, autocorrelation, data variability, and analysts" expertise) are highlighted and incorporated into an empirical simulation study with the aim of providing further evidence about the reliability of visual analysis. Our results concur with previous studies that have reported the relationship between serial dependence and increased Type I rates. Participants with greater experience appeared to be more conservative and used more consistent criteria when assessing graphed data. Nonetheless, the decisions made by both professionals and students did not match sufficiently the simulated data features, and we also found low intra-judge agreement, thus suggesting that visual inspection should be complemented by other methods when assessing treatment effectiveness.

Percentage of nonoverlapping corrected data

The present study proposes a modification in one of the most frequently applied effect size procedures in single-case data analysis the percent of nonoverlapping data. In contrast to other techniques, the calculus and interpretation of this procedure is straightforward and it can be easily complemented by visual inspection of the graphed data. Although the percent of nonoverlapping data has been found to perform reasonably well in N = 1 data, the magnitude of effect estimates it yields can be distorted by trend and autocorrelation. Therefore, the data correction procedure focuses on removing the baseline trend from data prior to estimating the change produced in the behavior due to intervention. A simulation study is carried out in order to compare the original and the modified procedures in several experimental conditions. The results suggest that the new proposal is unaffected by trend and autocorrelation and can be used in case of unstable baselines and sequentially related measurements.

Choosing among techniques for quantifying single-case intervention effectiveness

If single case experimental designs are to be used to establish guidelines for evidence-based interventions in clinical and educational settings, numerical values that reflect treatment effect sizes are required. The present study compares four recently developed procedures for quantifying the magnitude of intervention effect using data with known characteristics. Monte Carlo methods were used to generate AB designs data with potential confounding variables (serial dependence, linear and curvilinear trend, and heteroscedasticity between phases) and two types of treatment effect (level and slope change). The results suggest that data features are important for choosing the appropriate procedure and, thus, inspecting the graphed data visually is a necessary initial stage. In the presence of serial dependence or a change in data variability, the Nonoverlap of All Pairs (NAP) and the Slope and Level Change (SLC) were the only techniques of the four examined that performed adequately. Introducing a data correction step in NAP renders it unaffected by linear trend, as is also the case for the Percentage of Nonoverlapping Corrected Data and SLC. The performance of these techniques indicates that professionals" judgments concerning treatment effectiveness can be readily complemented by both visual and statistical analyses. A flowchart to guide selection of techniques according to the data characteristics identified by visual inspection is provided.

Video Evaluation of Highway Drainage Systems, HR-317, 1991

Since 1978 the concept of longitudinal edge drains along Iowa primary and Interstate highways has been accepted as a cost-effective way of prolonging pavement life. Edge-drain installations have increased over the years, reaching a total of nearly 3,000 mi by 1989. With so many miles of edge drain installed, the development of a system for inspection and evaluation of the drains became essential. Equipment was purchased to evaluate 4-in.-diameter and geocomposite edge drains. Initial evaluations at various sites supported the need for a postconstruction inspection program to ensure that edge-drain installations were in accord with plans and specifications. Information disclosed by video inspections in edge drains and in culverts was compiled on videotape to be used as an informative tool for personnel in the design, construction, and maintenance departments. Video evaluations have influenced changes in maintenance, design, and construction inspection for highway drainage systems in Iowa.

Load Ratings for Standard Bridges, HR-239, 1982

The load ratings for these Standard bridges were calculated in compliance with the 1978 AASHTO Manual for Maintenance Inspection of Bridges, using the appropriate allowable stresses for the materials specified by the Standard plans. Distribution of loads is in compliance with the Manual unless otherwise noted. Except for truss spans, all bridges with roadway widths of 18 ft. or less were rated for one lane of traffic. All 18 ft. roadway truss bridges were rated for both one and two lanes of traffic. All bridges with roadway widths exceeding 18 ft. were rated for two lanes of traffic. If the posting rating for two lane bridges was less than legal, then the bridges were rated for traffic restricted to one lane, or to one lane centered in the roadway, as noted on the summary sheet. The ratings are applicable to bridges built in accordance with the standard plans and which exhibit no significant deterioration or damage to the structural members, and which have no added wearing surface material in excess of that noted on the summary sheets and used in the calculations. The inventory and operating ratings were based upon the standard AASHTO HS20-44 loading. The legal load ratings were based upon the three typical Iowa legal vehicles shown on page 5. The legal load ratings were based upon the maximum allowable Operating Rating stresses specified in the Manual. Refer to notations on the summary sheets for additional qualifications on the load ratings for specific standard bridge series. Load ratings for standard bridges with wood floors must be based upon existing conditions of attachment of the wood flooring to the top flanges of longitudinal steel stringers. The ratings must be reevaluated if the existing lateral support conditions are not in accordance with conditions used for the rating and noted on the summary sheets. Details of most of the standard bridges are included in the three books of "Iowa State Highway Commission, Bridge Standards," issued in June, 1972. Copies of plans for those standard bridges that were rated, and that are not included in the original books of standard plans, are being furnished under separate cover with these rating summaries.