Behavior of Reinforced Concrete Pinned Bridge Piers
{'Code': '07030000', 'Directorate': {'Abbreviation': 'ENG', 'LongName': 'Directorate For Engineering'}, 'Division': {'Abbreviation': 'CMMI', 'LongName': 'Div Of Civil, Mechanical, & Manufact Inn'}}
{'SignBlockName': 'John Scalzi', 'PO_EMAI': None, 'PO_PHON': None}
The correction of reinforced concrete bridge columns to the bases               transfer the bending action to the bases and into the ground, and               pilot studies have indicated that these corrections may be                      unconservative for bending in one direction.                                                                                                                    This project will investigate larger scale models to determine                  the strength of the column base correction and model the action                 for future design considerations.
{'FirstName': 'Mehdi', 'LastName': 'Saiidi', 'PI_MID_INIT': None, 'PI_SUFX_NAME': None, 'PI_FULL_NAME': 'Mehdi Saiidi', 'EmailAddress': 'infrastructure.innovation@gmail.com', 'NSF_ID': '000316201', 'StartDate': '06/15/1987', 'EndDate': None, 'RoleCode': 'Principal Investigator'}
{'Name': 'Board of Regents, NSHE, obo University of Nevada, Reno', 'CityName': 'RENO', 'ZipCode': '895570001', 'PhoneNumber': '7757844040', 'StreetAddress': '1664 N VIRGINIA ST # 285', 'StreetAddress2': None, 'CountryName': 'United States', 'StateName': 'Nevada', 'StateCode': 'NV', 'CONGRESSDISTRICT': '02', 'CONGRESS_DISTRICT_ORG': 'NV02', 'ORG_UEI_NUM': 'WLDGTNCFFJZ3', 'ORG_LGL_BUS_NAME': 'BOARD OF REGENTS OF THE NEVADA SYSTEM OF HIGHER ED', 'ORG_PRNT_UEI_NUM': 'WLDGTNCFFJZ3'}
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{'Code': '1473', 'Text': 'STRUCTURES I'}
{'url': 'https://www.nsf.gov/awardsearch/download?DownloadFileName=1987&All=true', 'xml': '8700622.xml'}