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"Blueprint Specifications for Building Foundation and Concrete Work", 1953-01-01 - 1975-12-31

 Item — Box: 9, Folder: 6
Identifier: CAC_CC_001_9_0000_6_139.12
"Blueprint Specifications for Building Foundation and Concrete Work", 1953-01-01 - 1975-12-31
"Blueprint Specifications for Building Foundation and Concrete Work", 1953-01-01 - 1975-12-31

Scope and Contents

The document provides detailed instructions and specifications for a construction project. It includes measurements and materials for concrete footings, anchor bolts, and grout. It also specifies reinforcement details for sidewalls and foundations. The project incorporates existing slabs, dowels, and track rails. General notes reveal that all concrete should have a minimum compressive strength of 3000 PSI in 28 days and dowels should be grouted in with Embeco expansive grout or an approved equivalent. The project was designed by Cuckler Steel Span Company in Monticello, Iowa.

Dates

  • Creation: 1953-01-01 - 1975-12-31

Language of Materials

From the Collection:

English

Conditions Governing Access:

Certain series of this collection are stored off-site and require prior notice to access. If you wish to view these materials, please contact the Congressional Archives staff to arrange an appointment.

The following series are stored off-site: Clippings, Invitations, Mail, Miscellaneous, Office, and Post Office.

Requests for Office Series: All requests must be made at the folder level and approved by an archivist prior to research. Materials must be reviewed for personally identifiable information and, if needed, appropriately redacted before the researcher is allowed to view them.

Full Extent

1 pages

Abstract

83rd (1953-1955); 84th (1955-1957); 85th (1957-1959); 86th (1959-1961); 87th (1961-1963); 88th (1963-1965); 89th (1965-1967); 90th (1967-1969); 91st (1969-1971); 92nd (1971-1973); 93rd (1973-1975); 94th (1975-1977)

General

Native Americans

Repository Details

Part of the Carl Albert Center Congressional and Political Collections Repository

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