998 resultados para LEY 1 DE 1991


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During the development and testing of a radioreceptor assay (RRA) for human IL-1, we have detected and identified the presence of auto-antibodies to IL-1 in normal human plasma (NHP). The RRA is based on the competition between human 125I-labeled rIL-1 alpha and standard or unknown quantities of IL-1 alpha or IL-1 beta for binding to a limited amounts of IL-1 receptor (IL-1R) isolated from the EL4 mouse thymoma cell line. NHP from 20 out of 100 unselected blood donors were found to completely inhibit the binding of 125I-labeled IL-1 alpha to its receptor, suggesting the presence in these NHP samples of either abnormal amounts of IL-1 or of a factor binding to the 125I-labeled IL-1 alpha. Special care was taken to ascertain that the inhibitory factors were antibodies and not soluble IL-1 receptor antagonist. When plasma samples with inhibiting activity were incubated with labeled IL-1 alpha and chromatographed on a Sephadex G200 column, they were found to contain 125I-labeled complexes with an apparent molecular weight of 150-200kD. The IL-1 binding factor could be eliminated from plasma by incubation with protein A-Sepharose, suggesting that it consisted in IgG antibodies directed against IL-1. Furthermore, the antibody nature of the inhibiting factor was confirmed by its binding to purified rIL-1 coupled to Sepharose. Screening of 200 NHP samples by incubation with 100 pg of 125I-labeled IL-1 followed by precipitation with 12% of polyethylene glycol (PEG) confirmed that about 25% of NHP contain detectable IgG antibodies to IL-1 alpha, while only 2% of NHP contain antibodies to IL-1 beta. No correlation between the presence of these anti-IL-1 antibodies and any particular major histocompatibility complex or any pathological conditions was detected. We suggest that all serum samples assayed for IL-1 alpha or IL-1 beta content should be pretested with the PEG precipitation assay described here.

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This document lists trophy white-tail deer taken by "fair chase" in Iowa from 1953-1991. A deer qualifies as a trophy by the score of the conformation of its antlers and and by type of weapon that was used.

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Vers 1-73. Section introductive de l'Enseignement. Dans ce cadre narratif, le vizir Ptahhotep demande au roi de lui désigner un bâton de vieillesse, afin de pouvoir lui transmettre son expérience et sa fonction. Il décrit, dans un blason saisissant, sa condition de vieillard. Il met ensuite son interlocuteur en garde contre l'orgueil qu'il pourrait tirer de son savoir avant de commencer l'enseignement proprement dit. Titre de l'oeuvre (1,1) : "Enseignement du directeur de la ville et vizir Ptahhotep".Rubrique 2,6 : "Début des vers d'éloquence pronconcés par..."

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A erosividade representa o potencial que as chuvas têm de provocar erosão hídrica no solo. O índice EI30 é um método de determinação dessa erosividade das chuvas e é calculado, para cada chuva individual e erosiva, pelo produto da energia cinética total da chuva e sua intensidade máxima em 30 min. O objetivo deste trabalho foi calcular a erosividade das chuvas do município de Uruguaiana, RS, para subsidiar aplicações práticas em conservação do solo. A partir de pluviogramas diários, foram separados, para cada chuva individual e erosiva, os segmentos com a mesma intensidade, registrados em planilha, digitados e analisados com o programa Chuveros, que calculou o índice EI30. Foram analisadas 978 chuvas erosivas de Uruguaiana, no período de 1963 a 1991, sendo encontrados valores de precipitação média anual de 1.399,8 mm ano-1 e erosividade média anual das chuvas de 8.875 MJ mm ha-1 h-1. Esse é o valor do Fator "R" (erosividade das chuvas) para ser usado na Equação Universal de Perdas de Solo, para predição das perdas de solo por erosão hídrica em Uruguaiana, RS. O período de outubro a abril apresentou 67 e 77,5 % da precipitação e da erosividade anual, respectivamente, sendo por isso necessários maiores cuidados quanto ao manejo dos solos agrícolas. O mês de fevereiro é o de maior potencial erosivo, com 1.403 MJ mm ha-1 h-1. O município de Uruguaiana apresentou 49,2 % do total das chuvas no padrão avançado, 24,5 no padrão intermediário e 26,3 % no padrão atrasado. A erosividade média anual de Uruguaiana pode ser igualada ou superada pelo menos uma vez a cada dois anos. O EI30 médio mensal de Uruguaiana e seu entorno podem ser estimados usando as relações apresentadas com o coeficiente de chuvas, permitindo utilizar dados pluviométricos. O modelo matemático que apresentou a melhor correlação entre o EI30 médio mensal e o coeficiente de chuvas Rc foi o quadrático (r = 0,9948).

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This document is the State Map of Iowa, both front and back of the year in the title. All maps were are in pdf format and can be used as a historical reference.

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The human melanoma-associated antigen identified by the monoclonal antibody (mAb) Me14-D12 is a cell surface protein whose expression is induced by interferon-gamma (IFN-gamma). We have recently reported the molecular cloning of a genomic probe specific for the gene and mRNA of this protein. By screening with the genomic probe, we have now isolated a full length 3.0 kb cDNA from a Raji cell line-derived lambda-gt10 library. Sequence analysis of this cDNA showed a 99.8% homology with the intercellular adhesion molecule-1 (ICAM-1). Mouse Ltk- cells stably transfected with the human cDNA clone were found to express the ICAM-1 antigenic determinants detected by mAb Me14-D12 and a reference anti-ICAM-1 mAb, as judged by surface immunofluorescence. Immunoprecipitation of surface-iodinated proteins with mAb Me14-D12 revealed the presence of a 90 kD molecule with identical mobility to ICAM-1. In addition, mAb Me14-D12 could inhibit the phorbolester-stimulated aggregation of U937 cells. The findings show that the human melanoma-associated Me14-D12 antigen is the adhesion molecule ICAM-1.

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Load Rating: . , :Evaluation of the capacity of a bridge to carry vehicle Inventory Rating: Lbad level which can safely utilize the bridge for an indefinite period of time Operating Rating: Absolute maximum permissible load level for the bridge A load rating states the load in tons which a vehicle can impose on a bridge. Changes in guidelines, standards, and customary uses of bridges require analyses of bridges to be updated and re-evaluated. In this report, twenty-two secondary bridge standards for three types of bridges are rated for the AASHTO HS20-44 vehicle configuration and three typical Iowa legal vehicles

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Harassment is illegal in all areas protected by Iowa Code Chapter 216. This includes education, employment, public accommodations, credit and housing. Acts of harassment take place every day in schools across the country. Frequently these acts, even if reported to administration, are dismissed as harmless, as "kids will be kids," or as "no big deal." Many people do not realize that harassment that interferes with a person's educational progress is illegal, just as it is illegal in the workplace.

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F. 1-52v. Recueil de textes de piété, en italien sauf le premier. « Confiteor Deo omnipotenti Patri et Filio et Spiritui sancto (...) martiribus tuis Grisanto et Darie, confessoribus tuis Prospero et Venerio atque beato Francisco... - ... eternam amen » (1). — [Rubrique :] « Quisti son li X comandam. de la leze ». « Primo non adorare altro che uno solo dio et per questo commandamento se veta le idole... - ... non e » (1v-3v). — [Rubrique :] « Quisti son li XII articoli de la fede ». « Credo in Dio padre omnipotente creatore del celo et de la terra. 1. S. Petro. Et in Yesu... - ... alli boni. 11. S. Thadeo. 12. S. Mathia » (3v). — [Rubrique :] « Quisti son li septe peccati mortali. Lo primo Elatio ». « Superbia cio e reputare de havere bene per propria virtu et non da Dio... - ... tante fiade pecca mortalmente » (3v-10). — [Rubriques :] « Quisti son li dexe comandamenti soto brevita » (...) « Quisti sono li septe sacramenti » (...) « Que son le VII opere de la misericordia temporale » (...) « Queste son le spirituale » (...) « Questi son li setti peccati mortali » (...) « Circha de sopra in li dexe comandamenti. Quista sun li V sentimenti de lo corpo » (...) « Quisti sono li septi doni del Spirito sancto che sono contra li VII peccati mortali » (...) « Queste sono le III virtu theologie » (...) « Quatuor sono le cardinale » (...) « Queste son le conditione de la confessione » (...) « Quisti son li casi de la papa sive papali » (...) « Casus exclusi » (...) « Quisti sun li cassi de lo episcopo sive episcopali » (...) (10-12). — [NICOLAUS DE AUXIMO, O. F. M. (Nicolò da Osimo), Compendio de salute], cf. Umberto Picciafuoco, Fr. Nicolò da Osimo: vita, opera, spiritualità, 1980 ; « Per dare breve introductione delle cose necessarie ad la salute ad ciaschuno simplice lo quale desidera de salvarse, me sono studiato de redirre le dicte cose sotto breve compendio, retracto de uno libro dicto Quadriga spirituale... - ... molto cose secondo li doctori » (12-52v).F. 53-139v. Actes pontificaux et varia. EUGENIUS IV papa, Bulla [ad Jacobum de Primadiciis de Bononia, O. F. M. (Giacomo Primadizzi) ?], de communione pascali, [07/07/1446], cf. Archivum Franciscanum Historicum, 21, 1928, p. 270 n. 1, 282-283 « Eugenius papa IIIIus. Dilecte fili salutem et apostolicam benedictionem. Fidedigna relatione percepimus in civitate Licii non parvam... - ... VIII kal. julii 1446, po. no. anno XVI° » (éd. ibid., p. 282-283, avec une date corrigée) (53-54). — [PAULUS II papa], Bulla, 14/04/1469 « I ». [Rubrique :] « Bulla que quotannis in cena Domini publicari per summum pontificem consuevit ». « Dilecti filii salutem et apostolicam benedictionem. Consueverunt predecessores nostri romani pontifices annis singulis in die cene Domini sedentes...-... die XIIII° aprilis 1469 p. n. anno quinto. L. Dathus » (55-56). — PAULUS II papa, Bulla, 30/03/1469 « 2. Bulla. Paulus (...). Consueverunt sancte memorie romani pontifices predecessoris [sic] nostri ad retinendam puritatem... - ... tertio kal. aprilis, p. n. anno quinto. De curia. Signata A. Ingherannus, L. Dathus » (56v-64). — PAULUS II papa, Bulla, 06/06/1469 « 3. Paulus (...). Decet romanum pontificem sic in suis fore gratiis liberalem quod in ecclesiarum... - ... octavo id. junii, p. n. anno quinto. De curia, B. Lunensis » (64v-67). — PAULUS II papa, Bulla, 02/07/1469 « Paulus papa II. 4. [Rubrique :] Presidenti monasteriorum Sancte Justine de Padua ». « Dilecte fili salutem et apostolicam benedictionem. Bullam presentibus alligatam constitutionis et decreti nostri circa annexa et juncta beneficia... - ... die IIa julii M° CCCC LXVIIII p. n. anno quinto. L. Dathus » (67v-68). — PAULUS II papa, Bulla, de casibus reservatis, [03/03/1470] cf. Cesare Censi, Manoscritti francescani della Biblioteca Nazionale di Napoli, 2 vol., 1971 (Spicilegium bonaventurianum, VII-VIII), t. I, p. 222, qui renvoie au ms. Napoli, Biblioteca Nazionale, V H 33 (n° 125 a de la liste de Cenci) ; incomplet de la fin « 5. [Rubrique :] Bulla pro casibus reservatis ». « Paulus (...). Etsi dominici gregis saluti semper intenti singulis cum humilitate poscentibus ea benigne... - ... omnipotentis Dei et beatorum » [Petri et Pauli...] (68v-70). — PAULUS II papa, Bulla, 23/11/1464 « 6. [Rubrique :] Contra symoniacos ». « Paulus (...). Cum detestabile scelus simoniace pravitates tam divinorum quam sacrorum canonum... - ... nono kal. decembres, p. n. anno primo » (70v-72). — PAULUS II papa, Bulla, [01/03/1468], cf. C. Censi, op. cit., ms. Napoli, Bibl. Naz., I H 43 et V H 33 (n° 50 ap et 125 d) « 7. [Rubrique :] Bulla prohibens ne bona ecclesiarum et Dei alienari possint ultra triennium ». « Paulus (...). Ambitiose perversorum cupiditati illorum precipue qui divinis et humanis legibus affectata... - ... M° CCCC LXVII kalendis martii p. n. anno quarto » (72v-74). — PAULUS II papa, Bulla, 31/01/1468 « 8. [Rubrique :] De celebratione dierum festorum in terris ecclesie ». « Paulus (...). Perniciosa consuetudo aut verius corruptela que in gravem divine majestatis ac sanctorum... - ... M° CCCC LXVII pridie kal. febr. anno p. n. IIII° » (74v-76v). — Exemplum de Raymundo cardinale nepote Honorii pape et beata Maria virgine et Annunciatione ejus. [Rubrique :] « Pro jejunio domine nostre ». « Honorius summus pontifex habuit ex sorore nepotem Raymundum nomine tituli sanctorum Johannis et Pauli cardinalem libidini ita deditum... - ... regna migravit » (77-79). — PAULUS II papa, Bulla, de jubilaeo, 19/04/1470 « 10 ( ?). [Rubrique :] De publicatione anni jubilei redacti ad M CCCC LXXV ». « Paulus (...). Ineffabilis providentia summi patris qui pro redemptione humani generis ejusque reconcilianda natura... - ... tertiodecimo kalendas maii p. n. anno sexto » (79-85). — PAULUS II papa, Breve, ad episcopum Cumanensem, 22/04/1471 « Breve pontificis ad episcopum Cumanensem. Paulus II. Venerabilis frater (...). Expositum fuit nobis nonnullos istius civitatis Cumane ejusque diocesis existere qui contra libertatem... - ... XXII aprilis 1471 p. n. anno septimo » (86-86v). — PAULUS II papa, Breve, ad episcopum Cumanensem, 07/06/1471 « Suprascriptum breve non habuit locum sed reformatum fuit in formam infrascriptam : Paulus II. Ven. (...). Expositum nobis fuit pro parte dilecti filii nobilis viri Galeaz Marie ducis Mediolani nonnullos istius civitatis Cumane... - ... 7° junii 1471 p. n. anno 7° » (86v-87v). — PAULUS II papa, Breve, [ad Galeazzum Mariam Sforza ducem Mediolanensem], 31/05/1471 « Dilecte fili (...). Diligenter exposuit nobis dilectus filius Augustinus de Rubeis eques et doctor Parmensis consiliarius et orator ad nos tuus... - ... ultimo maii 1471, p. n. anno septimo » (87v-88v). — NICODEMUS [TRANCHEDINI], Littera ad Galeazzum Mariam Sforza ducem Mediolanensem, 13/05/1471, cf. Paola Sverzelatti, « Per la biografia di Nicodemo Tranchedini [1413-1481] di Pontremoli, ambasciatore sforzesco », Aevum, 1998, LXII, 485-557 [4° Z 4794] « Littere Nicodemi ad illustrissimum d. ducem. El papa me ha dicto questa sera che heri sera deputo et immediate hebbe ad se li inferri... - ... Johachinus et Franciscus de Padua advocati consistoriales ». « Suprascriptis videnda commissa fuit bulla pontificis » (89-89v). — AUGUSTINUS DE RUBEIS (Agostino de’Rossi) et NICODEMUS [TRANCHEDINI], Littera ad Galeazzum Mariam Sforza ducem Mediolanensem, 25/05/1471 « Littere d. Augustini et Nicodemi ad principem. Illustrissimo (...). Questi xi sonno mo stati piu volte insieme et col papa anchora et heri se fece el consistorio... - ... XXV maii 1471. Augustinus et Nicodemus » (89v-91). — Iidem ad eumdem, 27/05/1471 « Eorundem. Illustrissimo (...). Credace la vestra signoria per cosa se havesse ad agitar. qua postquam questo nostro sancto patre fu facto papa... - ... XXVII maii 1471 » (91-94v). — [EUGENIUS IV papa, Gratiae concessae Francisco de Platea de Bononia, O. F. M., 01/1440], cf. Cesare Censi, Manoscritti francescani della Biblioteca Nazionale di Napoli, 2 vol., 1971 (Spicilegium bonaventurianum, VII-VIII), t. II, p. 1060, qui renvoie à deux exemplaires du texte, mss. Napoli, Biblioteca Nazionale, cod. VII G 50 et VII G 66 [n° 371 et 383 de la liste de Cenci] « Copia. Ego frater Franciscus de Bononia frater venerabilis viri fratris Jacobi de Primidiciis de Bononia Florentiam accessi... - ... M CCCC XL die III et die decima januarii » (95-98v). — PAULUS II papa, Breve ( ?), ad Julium Cesari de Varano domicellum, incomplet de la fin « Paulus episcopus (...) dilecto filio nobili viro Julio Cesari de Varano domicello civitatis nostre Camerini et pro nobis (...) gubernatori (...). Inter cura multiplices quibus assidue permimur illa precipue sollicitat mentem nostram... - ... merito commendari » (100-106v). — NICOLAUS V papa, Breve ( ?), ad Franciscum Sforza, 24/07/1447 « Nicolaus (...) dilecto filio nobili viro Francisco Sfortie vicecomiti, comiti et marchioni (...). Sedes apostolica pia mater recurrentibus ad eam cum humilitate filiis post excessum libenter... - ... nono kal. augusti, p. n. anno primo. Pe. de Noxeto » (107-111v). — FRANCISCUS PHILELPHUS ( ?), [De Sacerdotio Christi (extractum et translatum e graeco Souda), versio italica], cf. Giovanni Mercati, Ultimi contributi alla storia degli Umanistici, 1939, I, p. 74-76 (4° Z 1722 (90)) « Tractatello traducto per messere Francescho Philelpho singularissimo poetha de greco in latino per luy trovato presso autentici et antiqui autori, reducto in volgare ad contemplatione d’alcuni devoti cortesani del illustrissimo signiore duca di Milano, ad confirmatione de la fede nostra et confusione de Judei. Regnando Justiniano imperatore clementissimo fo uno homo principe de Judei chiamato Theodosio... - ... teneva occulto » (112-118v). — « Electi beneficii et superni doni data ad quella anima che oldira la sancta messa integramente monifestati per li sancti doctori... - ... ligno de la vita » (118v-119). — MARTINUS V papa, Bulla, de excommunicatione hereticorum, [28/03/1426 ?], incomplète de la fin ; cf. C. Censi, op. cit., I, p. 501-502 (n° 304 f) « 1. Excommunicationes plures contente in processu qui fit annuatim in curia in cena Domini. Martinus (...). Excommunicamus et anathematizamus ex parte omnipotentis Dei Patris et Filii et Spiritus sancti auctoritate Petri... - ... incursurum. Datum Rome etc » (120-122v). — « Item excommunicamus et anathematizamus omnes illos qui per se vel per alium vel alios directe vel indirecte... - ... cautione prestitis » (122v-123v). — PAULUS II papa, Bulla, 11/04/1471 « 2. Paulus (...). Consueverunt sancte memorie romani pontifices predecessores nostri ad retinendam puritatem... - ... tertio idus aprilis, p. n. anno VII° » (124-130v). — SIXTUS IV papa, Bulla, de excommunicatione hereticorum, 26/03/1472 « 2. Sixtus (...). Excommunicamus et anathematizamus ex parte omnipotentis Dei Patris et Filii et Spiritus sancti auctoritate quoque beatorum... - ... septimo kal. aprilis etc. anno primo » (131-134v). — SIXTUS IV papa, Breve ( ?), ad Ferdinandum I regem Sicilie, 01/03/1472 « 4. Sixtus (...) carissimo in Christo filio Ferdinando regi Sicilie illustri (...). Dum eximie fidelitatis devotionis atque prudentie tue ceterasque tibi a Domino traditas virtutes...-... kalendis martiis [sic] p. n. anno primo. M. Milinus » (135-139v).

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In the United States many bridge structures have been designed without consideration for their unique construction problems. Many problems could have been avoided if construction knowledge and experience was utilized in the design process. A systematic process is needed to create and capture construction knowledge for use in the design process. This study was conducted to develop a system to capture construction considerations from field people and incorporate it into a knowledge-base for use by the bridge designers. This report presents the results of this study. As a part of this study a microcomputer-based constructability system has been developed. The system is a user-friendly microcomputer database which codifies construction knowledge, provides easy access to specifications, and provides simple design computation checks for the designer. A structure for the final database was developed and used in the prototype system. A process for collecting, developing and maintaining the database is presented and explained. The study involved a constructability survey, interviews with designers and constructors, and visits to construction sites to collect constuctability concepts. The report describes the development of the constructability system and addresses the future needs for the Iowa Department of Transportation to make the system operational. A user's manual for the system is included along with the report.

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The purpose of this research was to evaluate the materials Iowa uses as a granular subbase and to determine if it provides adequate drainage. Numerous laboratory and in-situ tests were conducted on the materials currently being used in Iowa. The follow conclusions can be made based on the test results: 1. The crushed concrete that is used as a subbase material has a relatively low permeability compared to many other materials used by other states. 2. Further research and tests are needed to find the necessary parameters for crushed concrete to make sure it is providing its optimum drainage and preventing premature damage of the pavement. 3. We have definitely made improvements in drainage in the past few months, but there are many areas that we can improve on that will increase the permeability of this material and insure that the pavement system is safe from premature damage due to water. The current gradation specification for granular subbase material at the start of this study was: Sieve # % Passing 1100 #8 10-35 #50 0-15 #200 0-6

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An expert system has been developed that provides 24 hour forecasts of roadway and bridge frost for locations in Iowa. The system is based on analysis of frost observations taken by highway maintenance personnel, analysis of conditions leading to frost as obtained from meteorologists with experience in forecasting bridge and roadway frost, and from fundamental physical principles of frost processes. The expert system requires the forecaster to enter information on recent maximum and minimum temperatures and forecasts of maximum and minimum air temperatures, dew point temperatures, precipitation, cloudiness, and wind speed. The system has been used operationally for the last two frost seasons by Freese-Notis Associates, who have been under contract with the Iowa DOT to supply frost forecasts. The operational meteorologists give the system their strong endorsement. They always consult the system before making a frost forecast unless conditions clearly indicate frost is not likely. In operational use, the system is run several times with different input values to test the sensitivity of frost formation on a particular day to various meteorological parameters. The users comment. that the system helps them to consider all the factors relevant to frost formation and is regarded as an office companion for making frost forecasts.

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Actualmente, tras la reforma del art. 146.1 de la Ley 30/1992, de 26 de noviembre, de régimen jurídico de las Administraciones públicas y del procedimiento administrativo común (LRJPAC) llevada a cabo por la Ley 4/1999, de 13 de enero, nadie duda ya que las víctimas de daños causados por los funcionarios y demás agentes públicos en el ejercicio de sus funciones están obligadas a dirigir su reclamación indemnizatoria a la Administración a la que aquellos pertenezcan, sin poder demandarles ante los órganos de la jurisdicción civil en exigencia de su responsabilidad extracontractual. Según el art. 145 LRJPAC, la víctima deberá reclamar directamente a la Administración ­iniciando la tramitación del procedimiento administrativo específico previsto en los arts. 142 y 143 LRJPAC e interponiendo, eventualmente, recurso contencioso-administrativo contra la resolución desestimatoria que le ponga fin­, y ésta, una vez haya satisfecho la indemnización, ejercerá acción de repetición contra el funcionario o agente responsable cuando el mismo haya ocasionado el daño con dolo o culpa grave. Ya no existe, por tanto, el genérico derecho de opción anteriormente reconocido por el art. 43 de la Ley de régimen jurídico de la administración del Estado de 1957.

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La valoración del grado de dependencia de los pacientes en diálisis ha sido objeto de interés como indicador clínico y organizativo. El objetivo del estudio es conocer el grado de dependencia que presentan las personas sometidas a tratamiento con diálisis en Catalunya, según los criterios de la Ley sobre Promoción de la Autonomía Personal y Atención a las personas en situación de dependencia. Se ha realizado un estudio descriptivo transversal en 42 centros de Cataluña sobre el grado de dependencia de los pacientes en hemodiálisis. La recogida de datos se hizo mediante una encuesta basada en el baremo de la Ley más datos sociodemográfico y características del tratamiento. De los pacientes que componían la población renal de Cataluña fueron considerados por los profesionales sanitarios con algún grado de dependencia 806, de ellos 425 eran hombres y 381 mujeres; un 61% tienen edades superiores a 70 años. El 53% viven en pareja y el 80,1% tenían uno o más hijos. El 77,4% de los pacientes habían sido trabajadores no cualifi cados, y el 65,4% dijeron no tener estudios. Se consideraron no dependientes 137 pacientes, con dependencia moderada 350, con dependencia

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Precast prestressed concrete panels have been used as subdecks in bridge construction in Iowa and other states. To investigate the performance of these types of composite slabs at locations adjacent to abutment and pier diaphragms in skewed bridges, a research prcject which involved surveys of design agencies and precast producers, field inspections of existing bridges, analytical studies, and experimental testing was conducted. The survey results from the design agencies and panel producers showed that standardization of precast panel construction would be desirable, that additional inspections at the precast plant and at the bridge site would be beneficial, and that some form of economical study should be undertaken to determine actual cost savings associated with composite slab construction. Three bridges in Hardin County, Iowa were inspected to observe general geometric relationships, construction details, and to note the visual condition of the bridges. Hairline cracks beneath several of the prestressing strands in many of the precast panels were observed, and a slight discoloration of the concrete was seen beneath most of the strands. Also, some rust staining was visible at isolated locations on several panels. Based on the findings of these inspections, future inspections are recommended to monitor the condition of these and other bridges constructed with precast panel subdecks. Five full-scale composite slab specimens were constructed in the Structural Engineering Laboratory at Iowa State University. One specimen modeled bridge deck conditions which are not adjacent to abutment or pier diaphragms, and the other four specimens represented the geometric conditions which occur for skewed diaphragms of 0, 15, 30, and 40 degrees. The specimens were subjected to wheel loads of service and factored level magnitudes at many locations on the slab surface and to concentrated loads which produced failure of the composite slab. The measured slab deflections and bending strains at both service and factored load levels compared reasonably well with the results predicted by simplified Finite element analyses of the specimens. To analytically evaluate the nominal strength for a composite slab specimen, yield-line and punching shear theories were applied. Yield-line limit loads were computed using the crack patterns generated during an ultimate strength test. In most cases, these analyses indicated that the failure mode was not flexural. Since the punching shear limit loads in most instances were close to the failure loads, and since the failure surfaces immediately adjacent to the wheel load footprint appeared to be a truncated prism shape, the probable failure mode for all of the specimens was punching shear. The development lengths for the prestressing strands in the rectangular and trapezoidal shaped panels was qualitatively investigated by monitoring strand slippage at the ends of selected prestressing strands. The initial strand transfer length was established experimentally by monitoring concrete strains during strand detensioning, and this length was verified analytically by a finite element analysis. Even though the computed strand embedment lengths in the panels were not sufficient to fully develop the ultimate strand stress, sufficient stab strength existed. Composite behavior for the slab specimens was evaluated by monitoring slippage between a panel and the topping slab and by computation of the difference in the flexural strains between the top of the precast panel and the underside of the topping slab at various locations. Prior to the failure of a composite slab specimen, a localized loss of composite behavior was detected. The static load strength performance of the composite slab specimens significantly exceeded the design load requirements. Even with skew angles of up to 40 degrees, the nominal strength of the slabs did not appear to be affected when the ultimate strength test load was positioned on the portion of each slab containing the trapezoidal-shaped panel. At service and factored level loads, the joint between precast panels did not appear to influence the load distribution along the length of the specimens. Based on the static load strength of the composite slab specimens, the continued use of precast panels as subdecks in bridge deck construction is recommended.