Horae secundum usum romanum.

F. A-B. Bifolium contenant la fin de l’office du Saint Esprit ; cf. le même texte aux ff. 156-156v. XVe siècle. Copie inachevée dont les initialesont été laissées en blanc. Le f. B réglé est blanc. La justification est la même que celle du corps du manuscrit.F. 1-12v. Calendrier écrit à l’encre rouge et bleue et à l’or: nombreux saints méridionaux, en particulier de la vallée du Rhône et du Languedoc : « Fulcrani ep. [Lodevensis] » (13 févr.) ; « translatio s. Pauli » (20 février) ; « translatio s.Augustini » (28 février) ; « Pauli archi. Narbo[nensis] » (22 mars) ; « translatio b. Ferreoli [ ?] (1er avril) ; « Baudilii mart. [Nemausiensis] (20 mai) ; « Quiterie (21 mai) ; « Eutropii [ep. Arausicani] (27 mai) ; « translatio s. Saturnini » (22 juin) ; « Petri de Lucemburgo » (5 juillet) ; « Roqui mart. [Montispessulani] » (16 août) ; « Ludovici regis fratris [ep. Toletani]» (19 août) ; « Privati conf. [ep. Gabalitanus (Gévaudan)] » (21 août) ; « Fereoli mart. [Viennae] (18 sept.) ; « Apolinaris ep. [Valentinensis] » (10 oct.) ; « Firmini ep. [Ucetensis] » (11 oct.] ; « Florencii ep. [Arausicani] » (17 oct.] ; « Amancii ep. [Ruthenensis] » (5 nov.) ; « Restituti ep. [Tricastini] » (8 nov.) ; « Rufi ep. [Avenionensis] » (14 nov.) ; « Pauli ep. [Narbonensis] » (11 déc.) ; « Dominici conf. [de Silos] » (20 déc.). Mentions zodiacales et de comput, parmi lesquelles on note une « renovatio indicionum », le 24 septembre. F. 13-17. Extraits des quatre Evangiles : Io (13-14) ; Lc (14-15) ; Mt (15-16v) ; Mc (16v-17).F. 17v-71. [Horae beatae Mariae virginis secundum usum romanum]. [Ad matutinas], psaumes répartis selon les jours de la semaine (18-32v) ; — « In laudibus » (32v-42v) ; — « Ad primam » (43-46v) ; — « Ad tertiam » (46v-49) ; — « Ad sextam » (49v-52) ; « Ad IXa » (52-55) ; — « Ad vesperas » (55-60) ; — « Ad comple[c]torium » (60-64) ; — Antiennes, psaumes, leçons et répons pour les différents temps de l’année (64v-71) .F. 71-77v. Messe votive. « Missa beate Marie virginis ». « Salve sancta parens... » F. 78-85. Prières et hymnes. [Septem gaudia spiritualia b. Mariae virginis], incomplet des quatre premiers vers par lacune matérielle. « [Gaude flore virginali...] et sanctorum decoratum//...-... per eterna secula » (AH, XXXI, n° 198) ; « O sponsa Dei electa// Esto nobis via recta... » ; « ...Oratio. Domine Jhesu Christe qui beatissimam gloriosam virginem...-... pervenire mereamur » ; « Gaudia. Gaude virgo mater Christi// Que per aurem concepisti// ...-... perhemni gaudio. » (AH, XXIV, n° 57) ; cf. Leroquais, Livres d’heures, I, XXVI-XXVII ; « ... Oratio. Deus qui beatissimam virginem Mariam in consceptu... pervenire. Per... » ; « Gaudia beate Marie spiritualia. Gaude stirpe regis nata// Ab angelo saluta[ta]...-... et celorum mansio » (AH, XXXI, n° 182) ; « Oratio. Consolator mitissime Deus... sempiternis perfrui. Per... » ; « Alia oratio. Deus qui Gabrielem archangelum... mereamur habere. Qui... » ; « Devota oratio ad beatam virginem Mariam. Obsecro te domina... et michi famulo tuo pauperrimo N. ... » (Leroquais, Livres d’heures, II, 346-347).F. 85v blanc.F.86-91v. [Horae Trinitatis].F.91v-93v. Messe votive. « Missa de Trinitate ».F. 93v-97. « Devota oratio. Deus omnipotens propicius esto michi peccatori, custos mei omnibus diebus et horis vite mee, Deus Abraham... Omnes sancti angeli et archangeli Dei succurrite et subvenite michi peccatori... horis vite mee » ; cf. Leroquais, Livres d’heures, II, 396 ; — « O bone Jhesu illumina oculos meos ne unquam obdormiam... impietatem peccati mei » ; cf. Leroquais, Livres d’heures, I, XXX-XXXI ; — « Omnipotens, sempiterne et clementissime Deus qui Ezechie regi ... merear et optinere. Per... », à la forme masculine ; cf. Leroquais, Livres d’heures, II, 438 ; — « Oratio. Omnipotens sempiterne Deus te supplices exoramus ut celesti... consequantur. Per... » (Corpus orationum, VI, n° 4076).F. 97v blanc.F. 98-108. [Psaumes de la pénitence]. F. 108-117v. « Letania ». A noter parmi les confesseurs, la séquence inattendue de trois évêques de Toul honorés en Lorraine : « ... s. Mansuete, s. Gerarde, s. Aper ». Parmi les saintes : « ... s. Martha, s. Eulalia... s. Radegundis... ». — Oraisons diverses : « Propicius esto, parce nobis Domine... ut michi indigno famulo tuo N... exaudire digneris » ; — ... « Omnipotens sempiterne Deus miserere michi indigno famulo tuo N.... perficiat. Per... » ; — « Pie et exaudibilis domine Jhesu Christe Deus noster clementiam tuam... digneris eternam » ; cf. Leroquais, Psautiers, I, 25 ; — « Pietate tua quesumus Domine nostrorum solve vincula delictorum et intercedente pro nobis... virgine Dei genitrice Maria cum beatis apostolis tuis Petro et Paulo atque Andrea... eternam concede. Per... » (Corpus orationum, VI, n° 4227)...F. 118-145. [Officium mortuorum secundum usum romanum]F. 145-147v. Messe votive. « Missa pro omnibus fidelibus defunctis ». F. 148-151. [Horae sancti Spiritus].F. 151-153v. Messe votive. « Missa de sancto Spiritu », incomplet de la fin par lacune matérielle.F. 154-156v. [Horae omnium sanctorum], incomplet du premier feuillet.F. 156v-159v. Messe votive. « Missa de omnibus sanctis. F. 160-162v. [Horae sancti Sacramentis], incomplet du début par lacune matérielle. F. 162v-164v. Messe votive. « Missa de corpore Christi ».F. 164v-169v. Prières et hymnes. « ... salutatio sacratissimi corporis domini nostri Jhesu Christi. Ave Jhesu Christe verbum Patris filius [Virginis] agnus Dei...-... requies nostra vita perhemnis » ; cf. ms NAL 3211, 342 ; — « Alia oratio. Salve sancta caro Dei per quam salvi...-... da michi sedem justorum. Qui... » (ed. Leroquais, Livres d’heures, II, 348) ; — In elevatione corporis Christi. Anima Christi sanctifica me // Corpus Christi salva me... secula seculorum. Amen » ; (ed. Leroquais, Livres d’heures, II, 340 variantes) ; — « Alia. Ave verum corpus natum... o pia... ora pro nobis » (AH, LIV, n° 257) ; — « Alia devota oratio. Domine Jhesu Christe qui hanc sacratissimam carnem tuam... et periculis et in eternum » ; cf.ms NAL 3203, 26v ; — « Dum volueris communicare dic orationem. Omnipotens et misericors Deus ecce accedo ad sacratissimum accedo inquam infirmus ad medicum...-... tutela finalis in morte. Qui... » ; — « Alia oratio ante communionem. Domine sancte Pater, omnipotens eterne Deus, da mihi corpus et sanguinem... in infinita secula... » ; cf. Leroquais, Livres d’heures, II, 108 ; — « Post communionem. Gratias tibi ago Domine sancte pater omnipotens eterne Deus qui me peccatorem indignum famulum tuum saciare... et gaudium sempiternum... » ; cf. Leroquais, Livres d’heures, I, 51 ; — « Post communionem ad beatam Virginem. Serenissima Virgo et inclita mater nostri Jhesu Christi, sancta Maria regina celi et terre que eundem creatorem... hodie veracis [incomplet de la fin par lacune matérielle] ; cf. Leroquais, Livres d’heures, I, 156, 299.F. 170-173. [Horae sanctae Crucis], incomplet du début.F. 173-178. Messe votive. « Missa in honore sancte Crucis ». « Crucem tuam adoramus et veneramur domine Jhesu Christe, et per ipsam tuam sanctissimam recolimus passionem...-...defunctis vitam et gloriam sempiternam... » ; — « Alia oratio. Domine Jhesu Christe plasmator tocius creature, rex glorie obsecro miserere mei quia locutus sum... semper benedictus... » ; — « Alia oratio. Domine Jhesu Christe qui voluisti pro redemptione mundi nasci et circumcidi... ego miserrimus, vilissimus, nequissimus atque indignissimus peccator...-... latronem crucifixum. Qui... » ; — « Alia oratio. Precor te, piissime domine Jhesu Christe, per illam eximiam caritatem qua tu rex celestis... mihi tribuere digneris. Qui... » ; — « Alia oratio. Deus propicius esto michi peccatori. Quid est Jhesus nisi salvator ergo Jhesus per te ipsum redemptus sum... miserere michi Deus » ; — « Dic totum deinde dic oracionem. Tribulacionem nobis [sic], quesumus, Domine propicius respice... clementer averte. Per... ». F. 178-200. « ... suffragia sanctorum ». « ... de Trinitate » ; — « De sancto Michaele archangelo » ; — « De sancto Johanne Baptista » ; — « De sancto Petro et Paulo » ; — « De sancto Andrea apostolo » ; — « De sancto Johanne evangelista » ; — « De sancto Jacobo minori » ; — « Sanctorum Philippi et Jacobi » ; — « De innocentibus » ; — « De apostolis et evvangelistis » ; — « De sancto Stephano » ; — « De sancto Laurencio » ; — « De sancto Eutropio... Eutropium martyrem tuum (f. 183v)... » ; — « De sancto Georgio » ; — « De sancto Blasio » ; — « De sancto Dyonisio » ; — « De sancto Yppolito » ; — « De sancto Christophoro » ; — « De sancto Sebastiano. Omnipotens sempiterne Deus qui meritis beati Sebastiani martyris gloriosissimi quemdam pestem epydimie generalem hominibus mortiferam revocasti, presta supplicibus tuis ut qui hanc orationem super se portavit aut in domibus vel mansionibus scriptam aut alias de ea in tuo nomine memoriam habuerint sive in die aut in nocte legerint a simili a peste et morbo epydimie sub ejus confidencia ad te confugerint ipsius meritis et precibus ab ipsis peste et morbo epydimie et ab omnibus nocumentis venenosis necnon ab omnibus periculis corporis et anime atque a subitanea et improvisa morte et ab omnibus inimicis visibilibus et invisibilibus singulis diebus et noctibus horis atque momentis liberemur. Per Dominum. Pater noster. Ave Maria. Credo. Salva regina. Ave stella matutina, rosa sine spinis, cum reliquis ». — « Unius martyris communis » ; — « De martyribus communis » ; — « De sancto Martino » ; — « De sancto Nicholao » ; — « De sancto Anthonio » ; — « De sancto Lazaro » ; — « De sancto Restituto... Deus qui per merita beati Restituti confessoris atque pontificis a multorum oculis dolorem sanas, labem removes et visum clarificas... (189v-190) » ; — « Unius confessoris » ; — « De confessoribus communis » ; — « De beata Maria Magdalena prosa. Gaude pia Magdalena // Spes salutis // Vite vena // Lapsorum fiducia // Gaude dulcis advocata // ... » ; — « De beata Catherina. Gaude virgo Catherina /// Quam refecit lux divina // Ter quaternis noctibus //... » ; — « De beata Lucia » ; — « De beata Apollonia » ; — « De beata Agatha » ; — « De virginibus » ; — « De omnibus sanctis » ; — « De pace » ; — « De sancto Petro de Lucemburgo » ; le suffrage commence par la prière attribuée à s. Pierre de Luxembourg : « Deus pater qui creasti // Mundum et illuminasti // Suscipe...-... requiescant in pace. Amen » ; cf.ms NAL 3196, 152.F. 200v-204, feuillets réglés blancs.

Evaluating Roadway Subsurface Drainage Practices, 2013

The bearing capacity and service life of a pavement is affected adversely by the presence of undrained water in the pavement layers. In cold winter climates like in Iowa, this problem is magnified further by the risk of frost damage when water is present. Therefore, well-performing subsurface drainage systems form an important aspect of pavement design by the Iowa Department of Transportation (DOT). However, controversial findings are also reported in the literature regarding the benefits of subsurface drainage. The goal of this research was not to investigate whether subdrains are needed in Iowa pavements, but to conduct an extensive performance review of primary interstate pavement subdrains in Iowa, determine the cause of the problem if there are drains that are not functioning properly, and investigate the effect of poor subdrain performance due to improper design, construction, and maintenance on pavement surface distresses, if any. An extensive literature review was performed covering national-level and state-level research studies mainly focusing on the effects of subsurface drainage on performance of asphalt and concrete pavements. Several studies concerning the effects of a recycled portland cement concrete (RPCC) subbase on PCC pavement drainage systems were also reviewed. A detailed forensic test plan was developed in consultation with the project technical advisory committee (TAC) for inspecting and evaluating the Iowa pavement subdrains. Field investigations were conducted on 64 selected (jointed plain concrete pavement/JPCP and hot-mix asphalt/HMA) pavement sites during the fall season of 2012 and were mainly focused on the drainage outlet conditions. Statistical analysis was conducted on the compiled data from field investigations to further investigate the effect of drainage on pavement performance. Most Iowa subsurface drainage system outlet blockage is due to tufa, sediment, and soil. Although higher blockage rates reduce the flow rate of water inside outlet pipes, it does not always stop water flowing from inside the outlet pipe to outside the outlet pipe unless the outlet is completely blocked. Few pavement surface distresses were observed near blocked subsurface drainage outlet spots. More shoulder distresses (shoulder drop or cracking) were observed near blocked drainage outlet spots compared to open ones. Both field observations and limited performance analysis indicate that drainage outlet conditions do not have a significant effect on pavement performance. The use of RPCC subbase in PCC pavements results in tufa formation, a primary cause of drainage outlet blockage in JPCP. Several useful recommendations to potentially improve Iowa subdrain performance, which warrant detailed field investigations, were made

Evaluating Roadway Subsurface Drainage Practices: Tech Transfer Summary, 2013.

The bearing capacity and service life of a pavement is affected adversely by the presence of undrained water in the pavement layers. In cold winter climates like in Iowa, this problem is magnified further by the risk of frost damage when water is present. Therefore, well-performing subsurface drainage systems form an important aspect of pavement design by the Iowa Department of Transportation (DOT). However, controversial findings are also reported in the literature regarding the benefits of subsurface drainage. The goal of this research was not to investigate whether subdrains are needed in Iowa pavements, but to conduct an extensive performance review of primary interstate pavement subdrains in Iowa, determine the cause of the problem if there are drains that are not functioning properly, and investigate the effect of poor subdrain performance due to improper design, construction, and maintenance on pavement surface distresses, if any. An extensive literature review was performed covering national-level and state-level research studies mainly focusing on the effects of subsurface drainage on performance of asphalt and concrete pavements. Several studies concerning the effects of a recycled portland cement concrete (RPCC) subbase on PCC pavement drainage systems were also reviewed. A detailed forensic test plan was developed in consultation with the project technical advisory committee (TAC) for inspecting and evaluating the Iowa pavement subdrains. Field investigations were conducted on 64 selected (jointed plain concrete pavement/JPCP and hot-mix asphalt/HMA) pavement sites during the fall season of 2012 and were mainly focused on the drainage outlet conditions. Statistical analysis was conducted on the compiled data from field investigations to further investigate the effect of drainage on pavement performance. Most Iowa subsurface drainage system outlet blockage is due to tufa, sediment, and soil. Although higher blockage rates reduce the flow rate of water inside outlet pipes, it does not always stop water flowing from inside the outlet pipe to outside the outlet pipe unless the outlet is completely blocked. Few pavement surface distresses were observed near blocked subsurface drainage outlet spots. More shoulder distresses (shoulder drop or cracking) were observed near blocked drainage outlet spots compared to open ones. Both field observations and limited performance analysis indicate that drainage outlet conditions do not have a significant effect on pavement performance. The use of RPCC subbase in PCC pavements results in tufa formation, a primary cause of drainage outlet blockage in JPCP. Several useful recommendations to potentially improve Iowa subdrain performance, which warrant detailed field investigations, were made.

Development of Performance Properties of Ternary Mixtures: Field Demonstrations and Project Summary, TPF-5(117), 2012

Supplementary cementitious materials (SCM) have become common parts of modern concrete practice. The blending of two or three cementitious materials to optimize durability, strength, or economics provides owners, engineers, materials suppliers, and contractors with substantial advantages over mixtures containing only portland cement. However, these advances in concrete technology and engineering have not always been adequately captured in specifications for concrete. Users need specific guidance to assist them in defining the performance requirements for a concrete application and the selection of optimal proportions of the cementitious materials needed to produce the required durable concrete. The fact that blended cements are currently available in many regions increases options for mixtures and thus can complicate the selection process. Both Portland and blended cements have already been optimized by the manufacturer to provide specific properties (such as setting time, shrinkage, and strength gain). The addition of SCMs (as binary, ternary, or even more complex mixtures) can alter these properties, and therefore has the potential to impact the overall performance and applications of concrete. This report is the final of a series of publications describing a project aimed at addressing effective use of ternary systems. The work was conducted in several stages and individual reports have been published at the end of each stage.

Concrete Pavement Mixture Design and Analysis (MDA): Application of a Portable X-Ray Fluorescence Technique to Assess Concrete Mix Proportions , TPF-5(205), 2012

Any transportation infrastructure system is inherently concerned with durability and performance issues. The proportioning and uniformity control of concrete mixtures are critical factors that directly affect the longevity and performance of the portland cement concrete pavement systems. At present, the only means available to monitor mix proportions of any given batch are to track batch tickets created at the batch plant. However, this does not take into account potential errors in loading materials into storage silos, calibration errors, and addition of water after dispatch. Therefore, there is a need for a rapid, cost-effective, and reliable field test that estimates the proportions of as-delivered concrete mixtures. In addition, performance based specifications will be more easily implemented if there is a way to readily demonstrate whether any given batch is similar to the proportions already accepted based on laboratory performance testing. The goal of the present research project is to investigate the potential use of a portable x-ray fluorescence (XRF) technique to assess the proportions of concrete mixtures as they are delivered. Tests were conducted on the raw materials, paste and mortar samples using a portable XRF device. There is a reasonable correlation between the actual and calculated mix proportions of the paste samples, but data on mortar samples was less reliable.

Figura zoomorfa de Montbarbat

Presentem una figura d'animal fragmentada, realitzada amb fang, trobada al poblat iberic de Montbarbat (LLoret de Mar -Maçanet de la Selva, La Selva). 1 estudiem també diverses figures d'animals --exemptes o formant part de vasos-que provenen d'altres jaciments de Catalunya.

Materiales para una flora de las algas del NE de España. II, Chrysophyceae, Heterocontae, Dinophyceae, Euglenineae

En este segundo artículo (véase Coüecianea Botánica, vol. I, n.' 9) se estudian grupos de particular interés; varios de ellos requieren trabajar con material vivo y son menos conocidos que el resto de las algas. Se da cuenta de especies que no fueron citadas anteriormente, de rectificaciones y de diversos datos sobre especies ya mencionadas en nuestra flora. Varias formas, posiblemente especies nuevas, que no han podido ser completamente estudiadas, son también tenidas en consideración. Numerosas nuevas citas de las especies menos raras se encontrarán en otro trabajo: sobre la vegetación, todavía no publicado.

Materiales para una flora de las algas del NE de España, III a, Euchlorophyceae

Al presente artículo pueden referirse también las advertencias generales que encabezan los que le precedieron (véase Collectanea Botánica, vol. I, pág. 107, y vol. 11, pág. 99). En éste se citan 122 formas, más de la mitad de las cuales son mencionadas por primera vez de Cataluña.

Response of Iowa Pavements to a Tracked Agricultural Vehicle, HR-1075, Phase II, 2000

The overall objective of the work summarized in this report and in the interim report was to study the effects of targeted implement-of-husbandry loads. This report is to complement phase I of this work, which was summarized in the interim report, entitled Response of Iowa Pavements to Heavy Agricultural Loads (December 1999). The response of newly constructed Portland cement concrete (PCC) and asphalt cement concrete (ACC) pavements under semitruck, single-axle single-tire grain wagon, single-axle dual-tire grain wagon, tandem and tridem tank wagons were summarized in the interim report. Phase II of this project, presented herein, was to complete the study in terms of how tracked agricultural vehicles relate to the reference 20,000-pound single-axle semi-truck. In this report the response of these two pavements under a tracked grain wagon is documented.

Response of Iowa Pavements to Heavy Agricultural Loads, HR-1075, 1999

Iowa's county road system includes several thousands of miles of paved roads which consist of Portland cement concrete (PCC) surfaces, asphalt cement concrete (ACC) surfaces, and combinations of thin surface treatments such as seal coats and slurries. These pavements are relatively thin pavements when compared to the state road system and therefore are more susceptible to damage from heavy loads for which they were not designed. As the size of the average farm in Iowa has increased, so have the size and weights of implements of husbandry. These implements typically have fewer axles than a truck hauling the same weight would be required to have; in other words, some farm implements have significantly higher axle weights than would be legal for semi-trailers. Since stresses induced in pavements are related to a vehicle's axle weight, concerns have been raised among county and state engineers regarding the possible damage to roadway surfaces that could result from some of these large implements of husbandry. Implements of husbandry on Iowa's highway system have traditionally not been required to comply with posted weight embargo on bridges or with regulations regarding axle-weight limitations on roadways. In 1999, with House File 651, the Iowa General Assembly initiated a phased program of weight restrictions for implements of husbandry. To help county and state engineers and the Iowa legislature understand the effects of implements of husbandry on Iowa's county roads, the following study was conducted. The study investigated the effects of variously configured grain carts, tank wagons, and fence-line feeders on Iowa's roadways, as well as the possible mitigating effects of flotation tires and tracks on the transfer of axle weights to the roadway. The study was accomplished by conducting limited experimental and analytical research under static loading conditions

[Pise. Camposanto monumentale]

Référence bibliographique : Weigert, 359

Field Evaluation of Class A Subbase Using Fly Ash, MLR-87-3, 1988

This project consisted of slipforming a 4-inch thick econocrete subbase on a 6-mile section of US 63. The project location extends south from one mile south of Denver, Iowa to Black Hawk County Road C-66 and consisted of the reconstruction and new construction of a divided four-lane facility. The econocrete was placed 27.3 feet wide in a single pass. Fly ash was used in this field study to replace 30, 45 and 60 percent of the portland cement in three portland cement econocrete base paving mixes. The three mixes contained 300, 350 and 400 pounds of cementitious material per cubic yard. Two Class "C" ashes from Iowa approved sources were used. The ash was substituted on the basis of one pound of ash for each pound of cement removed. The work was done October 6-29, 1987 and May 25-June 9, 1988. The twelve subbase mixes were placed in sections 2500 to 3000 feet in length on both the north and southbound roadways. Compressive strengths of all mixes were determined at 3 and 28 days of age. Flexural strengths of all mixes were determined at 7 and 14 days. In all cases strengths were adequate. The freeze/thaw durability of the econocrete mixes used was reduced by increased fly ash levels but remained above acceptable limits. The test results demonstrate the feasibility of producing econocrete with satisfactory properties even using fly ash at substitution rates up to 45 percent.

Evaluation of Asphalt Mix Permeability, MLR-90-2, 1992

Efforts to eliminate rutting on the Interstate system have resulted in 3/4 in. aggregate mixes, with 75 blow Marshall, 85% crushed aggregate mix designs. On a few of these projects paved in 1988-1989, water has appeared on the surfaces. Some conclusions have been reached by visual on-sight investigations that the water is coming from surface water, rain and melting snow gaining entry into the surface asphalt mixture, then coming back out in selected areas. Cores were taken from several Interstate projects and tested for permeability to investigate the surface water theory that supposedly happens with only the 3/4 in. mixtures. All cores were of asphalt overlays over portland cement concrete, except for the Clarke County project which is full depth AC. The testing consisted of densities, permeabilities, voids by high pressure airmeter (HPAM), extraction, gradations, AC content, and film thicknesses. Resilient modulus, indirect tensile and retained strengths after freeze/thaw were also done. All of the test results are about as expected. Permeabilities, the main reason for testing, ranged from 0.00 to 2.67 ft per day and averages less than 1/2 ft per day if the following two tests are disregarded. One test on each binder course came out to 15.24 ft/day, and a surface course at 13.78 ft/day but these are not out of supposedly problem projects.

Characteristics of Iowa Fine Aggregate, MLR-92-6, 1996

The objective of this research was to evaluate the quality (angularity, mortar strengths and alkali-silica reactivity) of fine aggregate for Iowa portland cement concrete (PCC) pavements. Sands were obtained from 30 sources representative of fine aggregate across Iowa. The gradation, fineness modulus and mortar strengths were determined for all sands. Angularity was evaluated using a new National Aggregate Association (NAA) flow test. The NAA uncompacted void values are significantly affected by the percent of crushed particles and are a good measure of fine aggregate angularity. The alkali-silica reactivity of Iowa sands was measured by the ASTM P214 test. By P214 many Iowa sands were identified as being reactive while only two were innocuous. More research is needed on P214 because pavement performance history has shown very little alkali-silica reactivity deterioration of pavement. Six of the sands tested by P214 were evaluated using the Canadian Prism Test. None were identified as being reactive by the Canadian Prism Test.

Maturity of Concrete: Field Implementation, MLR-96-1, 1996

The result and experience of field implementation of the maturity method on 14 portland cement concrete (PCC) paving and patching projects during 1995 are summarized in this report. The procedure for developing reference PCC maturity-strength curve of concrete is discussed. Temperature measurement as well as effects of datum temperature, entrained air content and type of aggregate on maturity-strength relationship are examined. Some limitations of the maturity method are discussed. The available field experience and results indicate that the maturity method provides a simple approach to determine strength of concrete, and can be easily implemented in field paving and patching projects. The use of the maturity method may result in reduced project construction time.