Recycling of Cass County I-80 Asphalt Concrete, Progress Report, HR-1011, 1977

Approximately 40,000 tons of slightly damaged asphalt concrete has been removed from Interstate 80 in Cass and stockpiled. Laboratory tests had indicated that this material had considerable value when upgraded with new aggregate and asphalt cement. This report documents the procedures used and results obtained on an experimental recycling project. It was demonstrated that present drum mixing-recycling equipment and procedures can be used to utilize this material with satisfactory results. Laboratory analyses of material components and mixtures were performed; these analyses indicate mixture can be produced that is uniform, stable, and very closely resembles mixture produced with all new material. Follow~up evaluations will be made to determine the effects of traffic and environment. Preliminary data indicate that plans should be made to incorporate the stockpiled material in projects near the stockpile site.

Comparaison de l'excrétion urinaire de methylprednisolone après injection unique de 80 mg par voie intra-articulaire ou péridurale

Introduction: Plusieurs études ont démontré qu'une injection unique de methylprednisolone était suivie d'une adsorption systémique significative (1) alors que cela ne semble pas être le cas si le produit est injecté par voie péridurale (2) Le but de ce travail est de comparer l'excrétion urinaire du produit, témoin de l'absortion sytémique après une injection unique de 80 mg de méthylprednisolone soit par voie intra-articulaire soit péridurale. Patients et Méthodes: 8 patients ont recu une injection de 80 mg methylprednisolone (4 par voie intra-articulaire 4 par voie péridurale).Ces dernières ont été pratiquées via le hiatus sacré sous contrôle fluoroscopique. Les injections intra articulaires ont été faites selon les repaires cliniques habituels dans les genoux. Les urines ont été prélevées 1 heure avant l'injection puis 4 x le premier jour, suivi de 3 receuils par semaine pendant 2 semaines. Les dosages urinaires comprennent la fraction libre et conjugée du stéroide. Ils ont été effectués dans le laboratoire d'analyse au centre universitaire romand de médecine légale. Résultats: Les résultats ont été exploités de facon à obtenir des cinétiques d'excrétion. Ils montrent de grandes différences individuelles surtout les patients ayant bénéficié d'une infiltration intra-articulaire. Après infiltrations intra-articulaires les concentrations maximales varient de 90 à 2500ng/ml pour la forme conjugée et de 60 à 4976 ng/ml pour la forme libre.La moyenne des taux individuels les plus élevés+ 3 SD est de 8269 ng/ml. Elles sont sigificativement inférieures après injection péridurale : pic maximaux de 40 à 483 ng/ml pour la forme conjugée et 40 à 80 ng/ml pour la forme libre. La moyenne des taux individuels les plus élevés est de 747 ng/ml. Dans les 2 cas le pic d'excrétion a lieu durant les 24 premières heures . L'éllimination est totale après 200 heures dans les deux situations. Conclusion: Cette étude confirme que l'absorption systémique de methylprednisolone est beaucoup plus faible après une infiltration péridurale que intra-articulaire, puisque son excrétion urinaire est moyenne 10 X inférieure. Le risque de complications systémiques secondaires à la corticothérapie est donc probablement négligeable après une infiltration péridurale.

Jyväskyläläisten 80- ja 85-vuotiaiden kokema yksinäisyys, yksinäisyyteen yhteydessä olevat ja yksinäisyyttä ennustavat tekijät 5-vuotisseuruun aikana

Abstract: Factors related to and predictors of loneliness among 80- and 85-year residents of Jyväskylä during 5-year follow-up

Sosioekonomisten tekijöiden yhteys terveyteen 75- ja 80-vuotiailla jyväskyläläisillä miehillä ja naisilla

Summary: Socio-economic factors and health among 75- and 80-year-old men and women

Recycling of Asphalt Concrete From I-80 in Cass County, HR-1011, 1978

Approximately 40,000 tons of deteriorated asphalt concrete has been removed from Interstate 80 in Cass County and stockpiled. Laboratory tests indicate that this material has considerable value when upgraded with new aggregate and asphalt cement. This report documents the procedures used and results obtained on an experimental recycling project. It was demonstrated that present drum mixing-recycling equipment and procedures can be used to utilize this material with satisfactory results. Laboratory analyses of material components and mixtures were performed; these analyses indicate mixture can be produced that is uniform, stable, and very closely resembles mixture produced with all virgin material. A 1700 foot long test section was constructed on US 169 in Kossuth County wherein salvaged asphalt concrete from I-80 in Cass County was utilized. The salvaged mix was blended with virgin aggregate and recycled through a modified drum mixing plant, the reprocessed mixture was satisfactorily placed 1 1/2 inches thick as a resurfacing course on an old PCC pavement. An inspection of the test section was made in December of 1978 to evaluate the performance after one full year of service. There was no evidence of rutting or shoving from traffic. The surface does, however, have a very dry and somewhat ravelled appearance. This can be related to a low asphalt content in the mix and some temperature control problems which were difficult to get fully corrected on such a short project and with a short supply of readily available materials.

Polk County, Township 80 North Range 23 West

Des Moines River Plat Maps.

Polk County, Township 80 North Range 24 West

Des Moines River Plat Maps.

Polk County, Township 80 North Range 25 West

Des Moines River Plat Maps.

Dallas County, Township 80 North Range 26 West

Des Moines River Plat Maps.

Special Report on Alkali-Aggregate Reactivity in Iowa, MLR-80-03, 1980

The purpose of this investigation was to obtain information relative to the alkali-silica reaction in Iowa aggregates. Of particular concern were those aggregates in southwestern Iowa thought to be potentially alkali reactive. Further, should those aggregates have proven to be alkali-reactive, at what cement alkali content could these aggregates be considered to be deleteriously reactive? If the aggregates were proven to be reactive, what types of effects might show up in a structure in which an alkali-silica reaction has occurred? Also, what environmental conditions would cause the reaction? Finally, based on the information obtained from the investigation, would it be possible to raise the cement alkali content specifications? Would the Iowa DOT eliminate the alkali content limits altogether except for cement used with reactive aggregate in the same manner as AASHTO or ASTM? Also, would there be any other side effects that might occur as the result of using high alkali-cement?