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August 24,2005 June 7,2005 March 15,2005 November 9,2004 September 7,2004

PROJECT SPECIAL PROVISIONS STRUCTURES AND CULVERTS
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PSP No.	Title	File Type	Last Revised
1	Cast-in-Place Concrete Deck Slab Bridges	or	10-12-01
2	Maintenance and Protection of Traffic Beneath Proposed Structure at Station _____	or	8-13-04
3	Temporary Railroad Shoring	or	10-12-01
4	Construction, Maintenance and Removal of Temporary Structure at Station ________                                                                                                                                 See Footnote 1	or	8-13-04
5	Construction, Maintenance and Removal of Temporary Structure at Station ________                                                                                                                                 See Footnote 2	or	10-12-01
6	Sand Seal	or	10-12-01
7	Removal of Existing Structure and Bridge Failure Detection Device at Station _____	or	10-12-01
8	Securing of Vessels                                                                                          See Footnote 3	or	10-12-01
9	Falsework and Forms Over or Adjacent To Traffic	or	10-12-01
10	Drilled Piers                                                                                                    See Footnote 13	or	6-07-05
11	Calcium Nitrite Corrosion Inhibitor	or	2-14-04
12	Crosshole Sonic Logging	or	6-07-05
13	Steel Pile Points	or	10-12-01
14	Mechanical Butt Splicing for Reinforcing Steel	or	10-12-01
15	Galvanized Reinforcing Steel	or	10-12-01
16	Steel Pile Tips	or	10-03-02
17	Galvanizing Steel Piles	or	10-03-02
18	Heat Curving Girders for Bridges at Stations ________	or	10-12-01
19	Cleaning and Painting Existing Bearing Plates	or	10-12-01
20	Self-Lubricating Expansion Bearing Assemblies>	or	10-12-01
21	TFE Expansion Bearing Assemblies	or	10-12-01
22	Pot Bearings                                                                                                    See Footnote 4	or	6-07-05
23	Sound Barrier Wall	or	2-04-03
24	Thermal Sprayed Coatings (Metallization)	or	6-07-05
25	Minimizing Railroad Flagging Service                                                       See Footnote 5	or	10-12-01
26	Repair of Bridge Decks and Approach Pavement with Latex Modified Concrete	or	10-12-01
27	Latex Modified Concrete	or	12-12-02
28	Epoxy Resin Injection	or	10-12-01
29	Epoxy Mortar Repairs	or	10-12-01
30	Adhesively Anchored Anchor Bolts or Dowels	or	10-12-01
31	Reinforced Concrete Deck Slab (Sand Lightweight Concrete)	or	10-12-01
32	Sand Lightweight Concrete	or	10-12-01
33	Microsilica Concrete	or	10-12-01
34	Select Backfill Material	or	10-12-01
35	Expansion Joint Seals                                                                                          See Footnote 4	or	10-12-01
36	Modular Expansion Joint Seals                                                                         See Footnote 4	or	6-07-05
37	Preformed Compression Joint Seals                                                              See Footnote 4	or	10-12-01
38	Evazote Joint Seals                                                                                               See Footnote 4	or	8-13-04
39	Strip Seals                                                                                                              See Footnote 4	or	10-12-01
41	Shotcrete Repairs	or	8-13-04
42	Epoxy Protective Coating	or	10-12-01
43	Precast Reinforced Concrete Box Culvert at Station ________                See Footnote 6	or	2-14-04
44	Optional Precast Reinforced Concrete Box Culvert at Station ________ See Footnote 6	or	2-14-04
45	Elastomeric Concrete	or	10-12-01
46	MSE Retaining Walls                                                                                            See Footnote 7	or	03-04-05
47	Vertical Cracks in Prestressed Concrete Girders Prior to Detensioning	or	10-12-01
48	Falsework and Formwork                                                                                     See Footnote 8	or	10-12-01
49	Submittal of Working Drawings                                                                            See Footnote 8	or	6-07-05
50	Construction, Maintenance and Removal of Temporary Access At Station _________	or	2-14-04
51	Metric Structural Steel                                                                                            See Footnote 9	or	10-12-01
52	Optional Disc Bearings                                                                                       See Footnote 4	or	6-07-05
53	Elastomeric Bearings	or	10-03-02
54	Steel Pile Splicer	or	10-03-02
55	Bridge Deck Rideability and Grooving at Station ______                            See Footnote 10	or	2-14-04
56	Unclassified Structure Excavation at Station ______                                  See Footnote 11	or	12-12-02
57	Charpy V-Notch Tests                                                                                        See Footnote 12	or	12-12-02
58	Electrical Conduit System	or	03-04-05
59	Direct Tension Indicators DELETED	or	8-13-04
61	Prestressed Concrete Members	or	3-04-05
62	Prestressed Concrete Piles                                                                            See Footnote 14	or	8-13-04
63	Construction of Superstructure                                                                      See Footnote 15	or	2-14-04
64	Construction of Substructure                                                                          See Footnote 15	or	2-14-04
65	Fabricated Metal Stay-In-Place Forms                                                          See Footnote 17	or	6-07-05
66	Painting Structural Steel                                                                                 See Footnote 16	or	8-13-04
67	Crane Safety                                                                                                      See Footnote 8	or	8-15-05
68	Concrete Wearing Surface	or	8-15-05
69	Prestressed Concrete Box Beam	or	3-04-05
70	Pile Excavation	or	6-07-05
71	Pile Driving Analyzer	or	6-07-05
72	Steel H Piles	or	8-15-05

The following Special Provisions are to be written on a project by project basis.

Removal of Existing Structure (When DOT wants salvage material or special removal.)

FOOTNOTES

1. Use this Special Provision when ADTT > 500.

2. Use this Special Provision and "Sand Seal" when ADTT < 500.

3. Use "Securing of Vessels" on projects with navigable waterways.

4. When using "Pot Bearings","Optional Disc Bearings", "Expansion Joint Seals", "Modular Expansion Joint Seals" or "Strip Seals", also include "Thermal Sprayed Coatings (Metallization)". Also include "Thermal Sprayed Coatings (Metallization)" and "Elastomeric Concrete" when using armored joints for"Evazote Joint Seals" or "Optional Preformed Compression Joint Seals".

5. Use "Minimizing Railroad Flagging Service" on projects with construction activity on or adjacent to the railroad right-of-way.

6. Use "Precast Reinforced Concrete Box Culvert at Station ________" only when plans are detailed for precast culverts. Use "Optional Precast Reinforced Concrete Box Culvert at Station ________" when plans are detailed for cast-in-place culverts.

7. Review and coordinate the use of "MSE Retaining Walls" with the Geotechnical Engineering Unit before making final the plans for each project.

8. Use these Special Provisions on all projects.

9. Use "Metric Structural Steel" on all metric projects with prestressed girder and steel girder superstructures.

10. Use "Bridge Deck Rideability and Grooving at Station _________" when the length of the bridge deck exceeds 1500 feet (460m).

11. Use "Unclassified Structure Excavation at Station _______" when the estimated quantity per structure is less than 500 yd3 (380m3).

12. Use "Charpy V-Notch Tests" on projects with horizontally curved girders.

13. When using "Drilled Piers", also include "Crosshole Sonic Logging".

14. Use "Prestressed Concrete Piles" with all projects with prestressed concrete piles..

15. Use these Special Provisions with all Lump Sum projects. When drilled piers are used, include the applicable pay items in PSP 64, paragraph one, sentence two (in the list of pay items to be excluded): Drilled piers, permanent steel casings, SID inspection, crosshole sonic logging and CSL Tubes.

16. Use "Painting Structural Steel" when painting non-weathering structural steel.

17. Use "Fabricated Metal SIP Forms" on all projects with prestressed girder superstructures with SIP forms, or steel girder superstructures where concrete is excluded from the SIP form valleys.