Difference between revisions of "Category:701 Drilled Shafts"
m (These revisions remove outdated information.) |
m (Per Bridge, guidance on steel casing updated to be in compliance with Sec 701. Previously, MoDOT always required 1/2" thick casing.) |
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Substructure foundations may be designed to transmit loads to foundation strata by concrete | Substructure foundations may be designed to transmit loads to foundation strata by concrete | ||
| − | columns cast in drilled holes. See [[751.37 Drilled Shafts| | + | columns cast in drilled holes. See [[751.37 Drilled Shafts|EPG 751.37 Drilled Shafts]] for design guidance and additional information. |
| − | This type of foundation is identified in [http://modot.mo.gov/business/standards_and_specs/Sec0701.pdf Sec 701] of the Standard Specifications as Drilled Shafts. A drilled shaft is generally considered a deep foundation. Drilled shafts are to be constructed with or without a casing. When casing is used it can be either a temporary or permanent steel casing. | + | This type of foundation is identified in [http://modot.mo.gov/business/standards_and_specs/Sec0701.pdf Sec 701] of the Standard Specifications as Drilled Shafts. A drilled shaft is generally considered a deep foundation. Drilled shafts are to be constructed with or without a casing. When casing is used it can be either a temporary or permanent steel casing. Requirements for plan reporting of steel casing are given in [http://epg.modot.org/index.php?title=751.37_Drilled_Shafts#751.37.1.3_Casing EPG 751.37.1.3 Casing]. |
The shaft portion of a drilled shaft is usually founded on limestone and occasionally hard shale, with a smaller diameter socket into limestone or shale. The inspector should carefully study all general specifications and special provisions pertaining to drilled shafts and become familiar with the designer's intent. | The shaft portion of a drilled shaft is usually founded on limestone and occasionally hard shale, with a smaller diameter socket into limestone or shale. The inspector should carefully study all general specifications and special provisions pertaining to drilled shafts and become familiar with the designer's intent. | ||
Revision as of 08:27, 30 March 2012
Substructure foundations may be designed to transmit loads to foundation strata by concrete columns cast in drilled holes. See EPG 751.37 Drilled Shafts for design guidance and additional information.
This type of foundation is identified in Sec 701 of the Standard Specifications as Drilled Shafts. A drilled shaft is generally considered a deep foundation. Drilled shafts are to be constructed with or without a casing. When casing is used it can be either a temporary or permanent steel casing. Requirements for plan reporting of steel casing are given in EPG 751.37.1.3 Casing.
The shaft portion of a drilled shaft is usually founded on limestone and occasionally hard shale, with a smaller diameter socket into limestone or shale. The inspector should carefully study all general specifications and special provisions pertaining to drilled shafts and become familiar with the designer's intent.
The integrity of the rock socket shall be verified by a foundation inspection hole. This is usually performed after the shaft is drilled. Setting up over a drilled hole can be difficult. The contractor can perform the inspection hole in advance if they submit a procedure that assures the correct location is cored. If the integrity of the cores are questionable the Bridge Division should be contacted to see if the rock socket length should be extended.
Most problems with drilled shafts occur during the concrete pour. The concrete placement requirements in Sec 701 should be reviewed carefully.
