751.23 Prestressed Concrete Double Tee Girders: Revision history

2 April 2021

• curprev 09:5909:59, 2 April 2021‎ Smithk talk contribs‎ m 8,573 bytes 0‎ Smithk moved page 751.23 P/S Concrete Double Tee to 751.23 Prestressed Concrete Double Tee Girders: Per BR, article renamed

5 August 2020

• curprev 13:1213:12, 5 August 2020‎ Smithk talk contribs‎ m 8,573 bytes −254‎ →‎751.23.1.2 Girder and Slab Design: Per BR, numerous minor clarifications related to barrier pay items

16 October 2017

• curprev 14:5714:57, 16 October 2017‎ EPGsysop talk contribs‎ m 8,827 bytes +2‎ →‎751.23.1.1 Material Properties

13 October 2017

• curprev 08:4808:48, 13 October 2017‎ EPGsysop talk contribs‎ m 8,825 bytes +1,266‎ →‎751.23.1.1 Material Properties: Per BR, report on the girder plans the required number of strands by design and the total initial prestress force using EPG 751.50 Standard Detailing Notes H2c1.3.

11 February 2013

• curprev 09:2509:25, 11 February 2013‎ Smithk talk contribs‎ m 7,559 bytes 0‎ →‎751.23.1.1 Material Properties: Per Bridge, corrected Optional concrete strand area (to 0.217 sq.in.)

15 February 2012

• curprev 14:0214:02, 15 February 2012‎ Smithk talk contribs‎ m 7,559 bytes +23‎ →‎751.23.1 General

10 February 2012

• curprev 14:4914:49, 10 February 2012‎ Smithk talk contribs‎ m 7,536 bytes +125‎ →‎751.23.1.1 Material Properties: Per Bridge, clarification of modulus of elasticity formula

15 April 2010

• curprev 10:0910:09, 15 April 2010‎ Smithk talk contribs‎ m 7,411 bytes +10‎ attached article to new EPG 751

28 September 2007

• curprev 13:4913:49, 28 September 2007‎ EPG-Admin talk contribs‎ 7,401 bytes +7,401‎ No edit summary