751.50 Standard Detailing Notes: Revision history

17 February 2017

• curprev 07:2307:23, 17 February 2017‎ Smithk talk contribs‎ 220,909 bytes −49‎ →‎B3. Estimated Quantities Tables: Removed, per BR

15 February 2017

• curprev 12:3112:31, 15 February 2017‎ Smithk talk contribs‎ 220,958 bytes −660‎ Per BR, expanded the use of epoxy coated reinforcement in bridge structures

10 February 2017

• curprev 10:3610:36, 10 February 2017‎ Smithk talk contribs‎ m 221,618 bytes +332‎ →‎H4. Conduit System: Per BR, added H4.11 and H4.12 (renumbereing previous H4.11 as H4.13) to clarify deflection fitting and expansion fitting requirements.

7 February 2017

• curprev 08:0808:08, 7 February 2017‎ Smithk talk contribs‎ 221,286 bytes +156‎ →‎G3. Vertical Drain at End Bent: Per BR, increased the drainage behind end bents to improve performance and reduce future maintenance.

19 January 2017

• curprev 13:4413:44, 19 January 2017‎ Smithk talk contribs‎ m 221,130 bytes +44‎ →‎A1. Design Specifications, Loadings & Unit Stresses: Per BR, revised the recently added note to A1.3
• curprev 11:2611:26, 19 January 2017‎ Smithk talk contribs‎ m 221,086 bytes +88‎ →‎A1. Design Specifications, Loadings & Unit Stresses: Per BR, added note to A1.3

12 January 2017

• curprev 12:1612:16, 12 January 2017‎ Smithk talk contribs‎ m 220,998 bytes −6‎ →‎H1. Steel: Per BR, minor revision to abbreviations

14 December 2016

• curprev 14:5814:58, 14 December 2016‎ Smithk talk contribs‎ m 221,004 bytes +23‎ →‎A1. Design Specifications, Loadings & Unit Stresses: Per BR, clarified “minimum” to mean not using less than 45 even if the Ø angle allows using a lower value.

22 November 2016

• curprev 13:2813:28, 22 November 2016‎ Smithk talk contribs‎ m 220,981 bytes +279‎ →‎J1. General: Per BR, clarified responsibility of MSE wall designer/manufacturer to show range of acceptable ɵ angle for slope excavation line on drawings to be consistent w/ design computations

18 November 2016

• curprev 13:1013:10, 18 November 2016‎ Smithk talk contribs‎ m 220,702 bytes −660‎ Per Bridge, clarified revision from 7/10/14 about mechanical bar splices. Note B1.9.7 removed.

25 October 2016

• curprev 09:2809:28, 25 October 2016‎ Smithk talk contribs‎ m 221,362 bytes +344‎ →‎I1. General: Per BR, clarified cleaning and coating in accordance with Sec 1080 in note I1.51.
• curprev 06:1106:11, 25 October 2016‎ Smithk talk contribs‎ m 221,018 bytes −276‎ →‎H3. Bearings: Per BR, deleted last sentence of H3.29.1 and H3.49.1 because this criteria is already covered in Notes H3.26 and H3.46 respectively.

30 September 2016

• curprev 11:3811:38, 30 September 2016‎ Smithk talk contribs‎ m 221,294 bytes −134‎ →‎H1. Steel
• curprev 11:2411:24, 30 September 2016‎ Smithk talk contribs‎ m 221,428 bytes +12‎ →‎J1. General: Per BR, added a subscript "r" as necessary
• curprev 08:1508:15, 30 September 2016‎ Smithk talk contribs‎ m 221,416 bytes +49‎ →‎H2c. Prestressed Girders and Beams: Per BR, clarified Note H2c2.2
• curprev 08:0808:08, 30 September 2016‎ Smithk talk contribs‎ m 221,367 bytes +862‎ Per BR, corrected and clarified Notes B3.22 and H1.42. New Note H1.43.

27 September 2016

• curprev 12:4512:45, 27 September 2016‎ Smithk talk contribs‎ m 220,505 bytes −8‎ →‎H2c. Prestressed Girders and Beams: Per BR, removed underline in H2c1.10

23 September 2016

• curprev 08:1708:17, 23 September 2016‎ Smithk talk contribs‎ m 220,513 bytes +35‎ →‎H. Superstructure Notes: Per BR, revised various notes (H1.7, H2c6.1, H2c6.10, and H2c6.12) and details to match each other and MicroStation cells.

22 September 2016

• curprev 13:1413:14, 22 September 2016‎ Smithk talk contribs‎ m 220,478 bytes +68‎ →‎A4a1. Steel Structures- Nonweathering Steel: Per BR, clarification by boxing the guidance
• curprev 11:3111:31, 22 September 2016‎ Smithk talk contribs‎ m 220,410 bytes −24‎ Per BR, minor correction

22 June 2016

• curprev 06:4106:41, 22 June 2016‎ Smithk talk contribs‎ m 220,434 bytes +120‎ →‎G1. Concrete Bents: Per BR, provided concrete column, drilled shaft/socket stirrups/ties and longitudinal reinforcement lap length requirements that meet AASHTO LRFD

14 June 2016

• curprev 07:1807:18, 14 June 2016‎ Smithk talk contribs‎ m 220,314 bytes +13‎ updated link

1 June 2016

• curprev 09:0209:02, 1 June 2016‎ Smithk talk contribs‎ 220,301 bytes +36‎ →‎K1. General: Per BR, updated Note K1.5

16 May 2016

• curprev 08:4508:45, 16 May 2016‎ Smithk talk contribs‎ m 220,265 bytes 0‎ Per BR, minor clarifications

22 April 2016

• curprev 08:5508:55, 22 April 2016‎ Smithk talk contribs‎ m 220,265 bytes +420‎ →‎I1. General: Per BR, clearly stated that top of rock blanket shall be flush to ground line when redecks or rock blanket elevations aren’t shown on bridge plans and other cases

22 February 2016

• curprev 08:0508:05, 22 February 2016‎ Smithk talk contribs‎ m 219,845 bytes −35‎ →‎C2. Prestressed Girders, Beams & Panels: Per BR, two revisions had already been made on the standard drawings but updating the EPG was missed. Also updated to terminology (WWR) used by industry.

3 February 2016

• curprev 09:3409:34, 3 February 2016‎ Smithk talk contribs‎ m 219,880 bytes +59‎ →‎G1. Concrete Bents: Per BR, clarified #5-H (L shaped) approach slab anchorage bars, end of slab, and fill face of end bent. Revised lap splice for U and V bars in end bents.

25 January 2016

• curprev 13:4013:40, 25 January 2016‎ Smithk talk contribs‎ m 219,821 bytes +48‎ →‎B3c. Slabs on Steel, Concrete and Semi-Deep Abutment, and Reinforced Concrete Slab Overlays: inserted link
• curprev 13:3713:37, 25 January 2016‎ Smithk talk contribs‎ m 219,773 bytes +356‎ →‎B3. Estimated Quantities Tables: Per BR, new Note B3.34 in EPG 751.50 and in standard drawing Redeck_02 prevents direct contact between different materials.

13 January 2016

• curprev 13:1113:11, 13 January 2016‎ Smithk talk contribs‎ m 219,417 bytes −3‎ →‎H7. Slab Drains: Per BR, updated H7.13

9 December 2015

• curprev 10:4010:40, 9 December 2015‎ Smithk talk contribs‎ m 219,420 bytes +5‎ →‎E2. Foundation Data Table: Per BR, minor clarifications

24 November 2015

• curprev 12:2812:28, 24 November 2015‎ Smithk talk contribs‎ m 219,415 bytes +123‎ Per BR, corrected minor errors. Minor improvements to format or detailing guidance for ease of use. A small savings ($117 for 100' girder) possible with new NU reinf. scheme.

13 October 2015

• curprev 11:5911:59, 13 October 2015‎ Smithk talk contribs‎ m 219,292 bytes +1‎ →‎A1. Design Specifications, Loadings & Unit Stresses: Per Bridge, minor correction

10 September 2015

• curprev 07:0907:09, 10 September 2015‎ Smithk talk contribs‎ m 219,291 bytes +425‎ →‎H2b. Precast Prestressed Panels (Notes for Bridge Standard Drawings): Per BR, added new references to prestressed truncated end deck panels.

8 September 2015

• curprev 10:3010:30, 8 September 2015‎ Smithk talk contribs‎ m 218,866 bytes +1,429‎ Per BR, cleaned up numerous notes and revised Bridge Approach Slab Notes to match recent release of new Bridge Approach Slab Std. Drawings
• curprev 06:0606:06, 8 September 2015‎ Smithk talk contribs‎ m 217,437 bytes −21‎ →‎A1. Design Specifications, Loadings & Unit Stresses: Per BR, revised underlining

4 September 2015

• curprev 06:4706:47, 4 September 2015‎ Smithk talk contribs‎ m 217,458 bytes −14‎ →‎A1. Design Specifications, Loadings & Unit Stresses: Per BR, revised underlining

28 August 2015

• curprev 07:2807:28, 28 August 2015‎ Smithk talk contribs‎ m 217,472 bytes −303‎ →‎A4. Protective Coatings: Per BR, renumbered 751.50 A4 Series of Protective Coating Notes

6 August 2015

• curprev 06:0806:08, 6 August 2015‎ Smithk talk contribs‎ m 217,775 bytes −205‎ →‎E2. Foundation Data Table: Per BR, concrete coring coring of drilled shafts was removed because it is no longer specified on a set of bridge plans for integrity testing of drilled shafts. 

23 July 2015

• curprev 12:5712:57, 23 July 2015‎ Smithk talk contribs‎ m 217,980 bytes +3‎ →‎H7. Slab Drains: Per BR, slight modification to H7.20

15 July 2015

• curprev 13:1813:18, 15 July 2015‎ Smithk talk contribs‎ m 217,977 bytes 0‎ →‎E1. Excavation and Fill: Per BR, changed "20 feet" to "25 feet" in E1.4

1 July 2015

• curprev 11:3911:39, 1 July 2015‎ Smithk talk contribs‎ m 217,977 bytes −301‎ →‎I1. General: Per BR, I1.10a was removed since it is no longer used on plans

29 June 2015

• curprev 08:2208:22, 29 June 2015‎ Smithk talk contribs‎ m 218,278 bytes −106‎ →‎H6. Pouring and Finishing Concrete Slabs: Per BR, note H6.18 was corrected be removing the circle because the note is not a cell.

24 June 2015

• curprev 12:4412:44, 24 June 2015‎ Smithk talk contribs‎ m 218,384 bytes −37‎ →‎I1. General: Per Bridge, clarification of I1.52

22 June 2015

• curprev 13:2913:29, 22 June 2015‎ Smithk talk contribs‎ 218,421 bytes −290‎ Per Bridge, implementation of two new designs of bridge approach slabs. The new designs reduce construction costs while maintaining current performance

17 June 2015

• curprev 12:0212:02, 17 June 2015‎ Smithk talk contribs‎ m 218,711 bytes +2,851‎ →‎J. MSE Wall Notes: Per BR, MSE wall general notes revised to clarify wedge requirements for area behind soil reinforced zone; design options given to designer for more economical results.

13 May 2015

• curprev 09:3009:30, 13 May 2015‎ Smithk talk contribs‎ m 215,860 bytes +25‎ →‎A2. Concrete Box Culverts and Other Type Structures: added link
• curprev 09:2909:29, 13 May 2015‎ Smithk talk contribs‎ m 215,835 bytes +40‎ →‎A1. Design Specifications, Loadings & Unit Stresses: added linkn
• curprev 09:1209:12, 13 May 2015‎ Smithk talk contribs‎ m 215,795 bytes +47‎ →‎A. General Notes: Per Bridge, Notes A1.2 and A2.10 - Minor revisions to wording and format to update box culverts to LRFD design.

16 March 2015

• curprev 13:3313:33, 16 March 2015‎ Smithk talk contribs‎ m 215,748 bytes +44‎ →‎E2. Foundation Data Table: Per Bridge, modifed E2.22.