751.24 Retaining Walls: Revision history

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curprev 15:1315:13, 27 November 2024‎ Hoskir talk contribs‎ 140,910 bytes +86‎ →‎751.24.2.1 Design: updated per RR3960

curprev 12:0712:07, 23 September 2024‎ Hoskir talk contribs‎ 140,824 bytes +320‎ →‎751.24.2.1 Design: updated per RR393

curprev 14:2814:28, 25 July 2024‎ Hoskir talk contribs‎ 140,504 bytes +18‎ →‎751.24.2.1 Design: updated per RR3868

curprev 13:1713:17, 24 July 2024‎ Hoskir talk contribs‎ 140,486 bytes −71‎ →‎751.24.2.1 Design
curprev 13:1413:14, 24 July 2024‎ Hoskir talk contribs‎ 140,557 bytes −164‎ →‎751.24.2.1 Design: updated per RR3868
curprev 12:2012:20, 24 July 2024‎ Hoskir talk contribs‎ 140,721 bytes −108‎ →‎751.24.2.1 Design: fixed errors from RR3868

curprev 13:0113:01, 19 July 2024‎ Hoskir talk contribs‎ 140,829 bytes −2,217‎ updated per RR3868
curprev 12:5512:55, 19 July 2024‎ Hoskir talk contribs‎ m 143,046 bytes 0‎ Hoskir moved page 751.24 LFD Retaining Walls to 751.24 Retaining Walls: renamed per RR3868

curprev 13:3413:34, 9 February 2024‎ Hoskir talk contribs‎ 143,046 bytes +368‎ →‎751.24.2.1 Design: updated per RR3823

curprev 12:3312:33, 11 January 2022‎ Smithk talk contribs‎ m 142,678 bytes −28‎ Per BR, updated links, other minor clarifications

curprev 10:4710:47, 17 December 2021‎ Smithk talk contribs‎ m 142,706 bytes +1,450‎ →‎751.24.2.1 Design: Per BR, in lieu of using pipe pile spacers, the contractor will have the option to use pile jackets for bridges up to 200 feet long.

curprev 09:2009:20, 25 October 2021‎ Smithk talk contribs‎ m 141,256 bytes −2‎ Updated website link for increased security

curprev 12:5812:58, 23 April 2021‎ Smithk talk contribs‎ m 141,258 bytes −1‎ No edit summary

curprev 10:5610:56, 30 December 2020‎ Smithk talk contribs‎ m 141,259 bytes +18‎ updated link

curprev 07:3607:36, 30 October 2020‎ Smithk talk contribs‎ m 141,241 bytes +696‎ →‎751.24.2.1 Design: Per BR, guidance updated to clarify pile spacer embedment requirement when rock is anticipated within 5 ft and 10 ft zone below the MSE wall leveling pad.

curprev 12:2712:27, 5 August 2020‎ Smithk talk contribs‎ m 140,545 bytes +169‎ Per BR, numerous minor clarifications related to barrier pay items

curprev 10:3610:36, 7 December 2018‎ Smithk talk contribs‎ m 140,376 bytes 0‎ No edit summary

curprev 09:2909:29, 28 September 2018‎ Smithk talk contribs‎ m 140,376 bytes −39‎ →‎751.24.2.3 Details
curprev 09:2109:21, 28 September 2018‎ Smithk talk contribs‎ m 140,415 bytes −78‎ →‎751.24.2.1 Design

curprev 08:2108:21, 20 September 2018‎ Smithk talk contribs‎ m 140,493 bytes −131‎ →‎751.24.3.5 Example 3: Pile Footing Cantilever Wall
curprev 07:2907:29, 20 September 2018‎ Smithk talk contribs‎ m 140,624 bytes −1‎ →‎751.24.3.4 Example 2: L-Shaped Cantilever Wall

curprev 14:4614:46, 27 February 2018‎ EPGsysop talk contribs‎ m 140,981 bytes +7‎ →‎751.24.2.1 Design: Per BR, minor clarifications

curprev 13:5113:51, 26 February 2018‎ EPGsysop talk contribs‎ m 140,974 bytes +1‎ →‎751.24.2.1 Design
curprev 12:4712:47, 26 February 2018‎ EPGsysop talk contribs‎ m 140,973 bytes 0‎ →‎751.24.2.1 Design: Per Br, minor cosmetic clarification

curprev 16:4716:47, 9 February 2018‎ EPGsysop talk contribs‎ 140,973 bytes +6‎ Per BR, revised guidance better defines where drainage/water can or cannot be discharged relative to the location of MSE walls

curprev 09:1309:13, 13 November 2017‎ EPGsysop talk contribs‎ m 140,967 bytes −1‎ →‎751.24.2.2 Excavation

curprev 07:4707:47, 3 November 2017‎ EPGsysop talk contribs‎ 140,968 bytes +9,144‎ Per BR, guidance for bridge deck drain, approach drainage, roadway drainage or collected drain water discharging into a MSE wall backfill area was revised

curprev 12:3412:34, 15 June 2017‎ EPGsysop talk contribs‎ 131,824 bytes +427‎ →‎751.24.2.2 Details: Per BR, Cross-reference added for excavation and division responsibilities for preparing MSE wall plans, computing excavation class and quantities.

curprev 10:3610:36, 9 June 2017‎ EPGsysop talk contribs‎ 131,397 bytes +137‎ →‎751.24.2.1 Design: Per BR, the types of pipes permitted as pipe pile spacers behind MSE walls for driving piling during bridge construction were expanded.

curprev 12:0712:07, 15 February 2017‎ Smithk talk contribs‎ m 131,260 bytes 0‎ No edit summary
curprev 11:2111:21, 15 February 2017‎ Smithk talk contribs‎ 131,260 bytes +240‎ Per BR, expanded the use of epoxy coated reinforcement in bridge structures

curprev 08:1208:12, 5 December 2016‎ Smithk talk contribs‎ 131,020 bytes −50‎ →‎751.24.2 Mechanically Stabilized Earth (MSE) Walls: Per BR, clarified form liner requirements for large block wall.

curprev 07:0207:02, 14 June 2016‎ Smithk talk contribs‎ m 131,070 bytes +47‎ updated links

curprev 08:2708:27, 1 June 2016‎ Smithk talk contribs‎ m 131,023 bytes +796‎ Per BR, minor clarification

curprev 08:4508:45, 29 January 2016‎ Smithk talk contribs‎ m 130,227 bytes +10‎ →‎751.24.3.2 Design: Per BR, corrected misspelled words in two figures

curprev 12:4812:48, 10 May 2013‎ Smithk talk contribs‎ m 130,217 bytes +368‎ →‎751.24.2.1 Design: Per Bridge, guidance for slab drain location requirements when slab drains are near MSE walls was added

curprev 09:4109:41, 16 April 2013‎ Smithk talk contribs‎ m 129,849 bytes 0‎ →‎751.24.1.2 Loads: corrected formula

curprev 06:4706:47, 31 October 2011‎ Smithk talk contribs‎ m 129,849 bytes +2‎ →‎751.24.2.1 Design: Minor clarification, per Bridge

curprev 13:4113:41, 29 September 2011‎ Smithk talk contribs‎ m 129,847 bytes +129,689‎ Info from the Bridge Manual pdf uploaded into the EPG

curprev 14:3114:31, 13 September 2011‎ Smithk talk contribs‎ m 158 bytes +1‎ Per Bridge, the correct design practice of showing sloped elevation lines for bottom of wall elevations has been added. Other revisions to the guidance are clarifications.

curprev 11:2111:21, 14 March 2011‎ Smithk talk contribs‎ m 157 bytes −48‎ Per Bridge, update of LFD document

curprev 09:1009:10, 15 April 2010‎ Smithk talk contribs‎ m 205 bytes +10‎ attached article to new EPG 751

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