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Rachel Todd letter to Charity Rotch, Hartford, July 8, 1822
No full textRachel Todd inquires whether Charity planned to return to New England in another year's time. Whether this would have been a permanent move is uncertain. Rachel also makes reference to Thomas Rotch's "dreadful attack in the head" that may have been symptoms of malaria or a related fever from which Rotch died in August, 1823. There is also reference to epidemics of measles and the demise of Doctor Mather,who Rachel writes, "was impressed with the idea that he was not at home," quite possibly a reference to dementia.7.8" x 9.8" (19.8 by 25.3 cm
Other title: APSR
No full textBegan with volume for: [2016], dated June 30, 2015.; Provides updates on the goals and objectives established for the 2015-2019 Child and Family Services plan (CFSP)
Other title: APSR
No full textBegan with volume for: [2016], dated June 30, 2015.; Provides updates on the goals and objectives established for the 2015-2019 Child and Family Services plan (CFSP)
Other title: APSR
No full textBegan with volume for: [2016], dated June 30, 2015.; Provides updates on the goals and objectives established for the 2015-2019 Child and Family Services plan (CFSP)
Other title: APSR
No full textBegan with volume for: [2016], dated June 30, 2015.; Provides updates on the goals and objectives established for the 2015-2019 Child and Family Services plan (CFSP)
Other title: APSR
No full textBegan with volume for: [2016], dated June 30, 2015.; Provides updates on the goals and objectives established for the 2015-2019 Child and Family Services plan (CFSP)
Other title: APSR
No full textBegan with volume for: [2016], dated June 30, 2015.; Provides updates on the goals and objectives established for the 2015-2019 Child and Family Services plan (CFSP)
Toledo's past and present
No full textThis book, published in 1930 by the Ohio Savings Bank and Trust Company, is a historical record of the development of Toledo, Ohio. The book begins with a passage by Nevin O. Winter titled The Story of Toledo (Past) and is followed by information about manufacturing, industry, and retail, with various statistics comparing Toledo to other large cities
Other title: Load rating of bridge TRU-87-0546
No full text"Project ID Number 118088."; "January 2025."; "Prepared in cooperation with the Ohio Department of Transportation and the U.S. Department of Transportation, Federal Highway Administration"--unnumbered page 3.; "Performing organization name ... Ohio Research Institute for Transportation and the Environment (ORITE) ... and E.L. Robinson Engineering of Ohio Company"--unnumbered page 2.; "Sponsoring agency name ... Ohio Department of Transportation, Office of Research and Development"--unnumbered page 2.; Additional information provided in email: SJN 136675.; Includes bibliographical references (Page 33 of Final report). ; Final report; Sponsored by Ohio Department of Transportation, Office of Statewide Planning & Research; Contract or grant no. 39168Final report (3 unnumbered pages, 46 pages, 7 unnumbered leaves of plates) -- [Fact sheet] (2 unnumbered pages).The TRU-87-0546 bridge, a two-lane concrete bridge over Grand River, was instrumented and subjected to controlled live load testing in July 2024. The load response data was collected, filtered, and an ABAQUS finite element model (FEM) was calibrated to determine material properties and boundary conditions based off measured strain data. These material properties and boundary conditions were then applied to both simple span and continuous span MIDAS/Civil FEMs for the structure. The MIDAS/Civil FEMs were utilized to generate dead load and live moment and shear data that was exported to be analyzed in externally developed spreadsheets to calculate live load rating factors (RF) using the AASHTO LRFR and LFR methodology. The RFs that were calculated were compared to the RFs calculated using the AASHTOWare BrR software following the AASHTO LFR methodology. For the simple span models, it was found that the controlling locations for structure RF matched the locations in the AASHTOWare BrR model, but RFs were lower due to differences in modeling geometry. For the continuous models, it was found that the controlling RF locations moved from positive moment region of the end span to the negative moment region over the piers. Controlling RFs were lower overall when compared to the AASHTOWare BrR model. However, utilizing a continuous span model resulted in significantly higher RFs in the positive moment region when compared to the simple span models. It was recommended that the RFs from the continuous span model be used to restrict loading on the structure as it is thought that the simple span models are overly punitive. Additionally, it is thought that the structure acts somewhere between a simple span and continuous span configuration with a rotational spring action at the piers. It is understood that considerably heavier loads have been observed crossing the structure than can be analytically calculated. Based on these observations, further research was recommended to increase the understanding of how the structure is behaving under live load
