751.36 Driven Piles: Revision history

16 September 2020

• curprev 12:2112:21, 16 September 2020‎ Smithk talk contribs‎ m 44,907 bytes +2‎ →‎751.36.5.8 Additional Provisions for Pile Cap Footings
• curprev 11:5511:55, 16 September 2020‎ Smithk talk contribs‎ m 44,905 bytes +1,102‎ →‎751.36.5.8 Additional Provisions for Pile Cap Footings: Per BR, updated to clarify pile uplift design requirements for pile cap footing and implement DSB-16-02 requirements.

18 August 2020

• curprev 14:2114:21, 18 August 2020‎ Smithk talk contribs‎ m 43,803 bytes +3‎ No edit summary

13 August 2020

• curprev 12:4912:49, 13 August 2020‎ Smithk talk contribs‎ m 43,800 bytes +6‎ →‎751.36.4.1 Structural Steel HP Pile - Details [MS Cell]
• curprev 08:2708:27, 13 August 2020‎ Smithk talk contribs‎ m 43,794 bytes +53‎ →‎751.36.4.1 Structural Steel HP Pile - Details: Per BR, minor clarification

5 August 2020

• curprev 13:4013:40, 5 August 2020‎ Smithk talk contribs‎ m 43,741 bytes −138‎ →‎751.36.4.1 Structural Steel HP Pile - Details: Per BR, minor clarification

29 May 2019

• curprev 13:2613:26, 29 May 2019‎ Smithk talk contribs‎ m 43,879 bytes +8‎ →‎751.36.5.8 Additional Provisions for Pile Cap Footings
• curprev 12:4112:41, 29 May 2019‎ Smithk talk contribs‎ 43,871 bytes +20‎ →‎751.36.5.8 Additional Provisions for Pile Cap Footings
• curprev 12:3512:35, 29 May 2019‎ Smithk talk contribs‎ m 43,851 bytes +52‎ →‎751.36.5.7.2 Design Values for Individual Cast-In-Place (CIP) Pile

21 May 2019

• curprev 12:5312:53, 21 May 2019‎ Smithk talk contribs‎ m 43,799 bytes +297‎ minor clarifications
• curprev 12:2612:26, 21 May 2019‎ Smithk talk contribs‎ m 43,502 bytes +1‎ →‎751.36.1.2 Probe Pile

20 May 2019

• curprev 07:5807:58, 20 May 2019‎ Smithk talk contribs‎ m 43,501 bytes +85‎ →‎751.36.5.4 Downdrag and Losses to Geotechnical Resistance due to Scour and Liquefaction (kips), LRFD 10.7.3.6, 10.7.3.7, and AASHTO Guide Specifications for LRFD Seismic Bridge Design (SGS) 6.8
• curprev 07:5407:54, 20 May 2019‎ Smithk talk contribs‎ m 43,416 bytes +74‎ →‎751.36.5.2 Structural Resistance Factor (ϕc and ϕf) for Strength Limit State, LRFD 6.5.4.2
• curprev 07:5107:51, 20 May 2019‎ Smithk talk contribs‎ m 43,342 bytes +76‎ →‎751.36.5.3 Geotechnical Resistance Factor (ϕstat) and Driving Resistance Factor (ϕdyn), LRFD Table 10.5.5.2.3-1
• curprev 07:4607:46, 20 May 2019‎ Smithk talk contribs‎ m 43,266 bytes −16‎ →‎751.36.5.3 Geotechnical Resistance Factor ( \phi_{stat}) and Driving Resistance Factor ( \phi_{dyn}), LRFD Table 10.5.5.2.3-1
• curprev 07:4507:45, 20 May 2019‎ Smithk talk contribs‎ m 43,282 bytes −84‎ →‎751.36.5.2 Structural Resistance Factor (\phi_c and \phi_f) for Strength Limit State, LRFD 6.5.4.2

17 May 2019

• curprev 09:4509:45, 17 May 2019‎ Smithk talk contribs‎ m 43,366 bytes +24,952‎ Per BR, clarified pile design procedure.

19 February 2019

• curprev 12:4812:48, 19 February 2019‎ Smithk talk contribs‎ m 18,414 bytes −1‎ →‎751.36.3 Design Procedure
• curprev 12:4612:46, 19 February 2019‎ Smithk talk contribs‎ m 18,415 bytes −1‎ →‎751.36.3 Design Procedure

30 April 2018

• curprev 12:4512:45, 30 April 2018‎ EPGsysop talk contribs‎ m 18,416 bytes 0‎ →‎751.36.3 Design Procedure: Per BR, minor correction

14 February 2018

• curprev 13:1213:12, 14 February 2018‎ EPGsysop talk contribs‎ m 18,416 bytes 0‎ →‎751.36.3 Design Procedure: Per Br, minor corrections
• curprev 13:0913:09, 14 February 2018‎ EPGsysop talk contribs‎ 18,416 bytes −3‎ →‎751.36.2 Steel Pile

9 February 2018

• curprev 15:2015:20, 9 February 2018‎ EPGsysop talk contribs‎ 18,419 bytes +10‎ No edit summary
• curprev 15:1815:18, 9 February 2018‎ EPGsysop talk contribs‎ 18,409 bytes +939‎ Per BR, the revised galvanized pile requirements eliminate steel piling option AASHTO M 270, Grade 36 (ASTM A 709, Grade 36)  and replace it with AASHTO M 270, Grade 50 (ASTM A709, Grade 50). 

15 September 2017

• curprev 11:2211:22, 15 September 2017‎ EPGsysop talk contribs‎ m 17,470 bytes −82‎ →‎751.36.3 Design Procedure
• curprev 10:1110:11, 15 September 2017‎ EPGsysop talk contribs‎ m 17,552 bytes +135‎ →‎751.36.3 Design Procedure: inserted links
• curprev 09:5509:55, 15 September 2017‎ EPGsysop talk contribs‎ m 17,417 bytes +297‎ →‎751.36.3 Design Procedure: Per BR, clarifications related to 3/7/2017 revision. Min. hammer is not required when DT is specified.

14 August 2017

• curprev 11:2011:20, 14 August 2017‎ EPGsysop talk contribs‎ m 17,120 bytes +2‎ →‎751.36.2 Steel Pile
• curprev 08:5408:54, 14 August 2017‎ EPGsysop talk contribs‎ m 17,118 bytes +19‎ →‎751.36.2 Steel Pile
• curprev 08:5208:52, 14 August 2017‎ EPGsysop talk contribs‎ m 17,099 bytes +947‎ →‎751.36.2 Steel Pile: Per BR, revised the anchorage of pile for seismic jobs

29 March 2017

• curprev 09:3609:36, 29 March 2017‎ EPGsysop talk contribs‎ m 16,152 bytes 0‎ →‎751.36.2 Steel Pile

7 March 2017

• curprev 08:5008:50, 7 March 2017‎ Smithk talk contribs‎ m 16,152 bytes +383‎ →‎751.36.2 Steel Pile: Per BR, all steel pile (HP, Closed end CIP, Opened end CIP) shall be galvanized.

19 December 2016

• curprev 14:4114:41, 19 December 2016‎ Smithk talk contribs‎ m 15,769 bytes −7‎ →‎751.36.2 Steel Pile: Per BR, corrections previously inadvertently undone in Sept. Clarified the cast in place pipe pile wall thicknesses commonly available.

28 September 2016

• curprev 07:1807:18, 28 September 2016‎ Smithk talk contribs‎ m 15,776 bytes +538‎ Per BR, clarified the cast in place pipe pile wall thicknesses commonly available.

14 November 2014

• curprev 12:2912:29, 14 November 2014‎ Smithk talk contribs‎ m 15,238 bytes +2‎ →‎751.36.3 Design Procedure: Per Bridge, minor correctin of the geotechincal resistance factor

7 January 2014

• curprev 13:5013:50, 7 January 2014‎ Smithk talk contribs‎ m 15,236 bytes +44‎ →‎751.36.2 Steel Pile: inserted link
• curprev 12:1112:11, 7 January 2014‎ Smithk talk contribs‎ m 15,192 bytes −64‎ →‎751.36.2 Steel Pile: Per Bridge, driving pile to rock criteria clarified. Pile point reinforcement is now required on all piles driven to bear on rock.

3 January 2014

• curprev 10:3410:34, 3 January 2014‎ Smithk talk contribs‎ m 15,256 bytes +677‎ →‎751.36.1 General: Per Bridge, new waterjetting guidance to reflect established practice

17 July 2013

• curprev 09:5909:59, 17 July 2013‎ Smithk talk contribs‎ m 14,579 bytes +51‎ added photo

19 July 2012

• curprev 11:2811:28, 19 July 2012‎ Smithk talk contribs‎ m 14,528 bytes +77‎ Per Bridge, minor clarifications

14 June 2012

• curprev 14:1714:17, 14 June 2012‎ Smithk talk contribs‎ m 14,451 bytes −1‎ Correction: Per Bridge, ''Information to be included on the Plans" info was replaced with a reference to EPG 751.50 E2 (not "Check Pile Drivability")
• curprev 14:1314:13, 14 June 2012‎ Smithk talk contribs‎ m 14,452 bytes −1,054‎ →‎751.36.3 Design Procedure: Per Bridge, Check Pile Drivability info was replaced with a reference to EPG 751.50 E2.

15 April 2010

• curprev 09:1409:14, 15 April 2010‎ Smithk talk contribs‎ m 15,506 bytes +10‎ attached article to new EPG 751

8 December 2009

• curprev 13:0313:03, 8 December 2009‎ EPG-Admin talk contribs‎ m 15,496 bytes −28‎ Structural Steel ASTM A441 has been withdrawn

28 May 2009

• curprev 07:1607:16, 28 May 2009‎ EPG-Admin talk contribs‎ 15,524 bytes +345‎ Added Links to Innovation Library.

16 December 2008

• curprev 11:2611:26, 16 December 2008‎ EPG-Admin talk contribs‎ m 15,179 bytes +37‎ Clarification made to pile wall thickness to supplement compliment specifications.

17 November 2008

• curprev 13:4313:43, 17 November 2008‎ EPG-Admin talk contribs‎ m 15,142 bytes +1‎ Corrected CIP Piles table to correspond to Class B-1 concrete.

4 June 2008

• curprev 13:4013:40, 4 June 2008‎ EPG-Admin talk contribs‎ m 15,141 bytes −227‎ Revisions correspond with the implementation of the new dynamic pile driving formula in the specifications.

24 January 2008

• curprev 06:2706:27, 24 January 2008‎ EPG-Admin talk contribs‎ 15,368 bytes −158‎ No edit summary

28 August 2007

• curprev 08:3208:32, 28 August 2007‎ EPG-Admin talk contribs‎ 15,526 bytes +15,526‎ No edit summary