Latest Specifications Revisions
The table below summarizes the changes made with the latest revisions to the SUDAS Standard Specifications. There is also a link below that contains the entire revision packets. However, if your manual is not updated to the 2018 Edition, the revisions below will not coordinate with your manual.
Download a complete packet of revisions
| Division | Section | Pages | Summary of Change |
|---|---|---|---|
| 9 | Figure 9080.103 | 1 | Corrected the dimensions of the anchor plate for safety rail to be consistent with what is actually used. |
| 9 | Figure 9080.102 | 1 | Corrected the dimensions of the anchor plate for safety rail to be consistent with what is actually used. |
| 9 | Figure 9080.101 | 1 | Corrected the dimensions of the anchor plate for safety rail to be consistent with what is actually used. |
| 9 | 9080, 2.05, A, 1 | 5 | Corrected the dimensions of the anchor plate for safety rail to be consistent with what is actually used. |
| 9 | 9040, 3.21, B, 5 | 23 | Revised hydromulching requirements to match the changes previously made in Section 9010. |
| 7 | 7091 (new) | ALL | Add NEW SECTION for full depth reclamation projects. |
| 7 | 7090 (new) | ALL | Add NEW SECTION for cold-in-place recycling projects. |
| 7 | 7040, 3.02, C, 4, a | 8 | Removed old method no longer performed. |
| 7 | 7040, 2.01, B | 5 | Updated to correct asphalt binder grade. |
| 7 | Figure 7030.203 | 1 | Deleted sand bedding and modified brick/paver requirements to meet ADA and changed the figure title. |
| 7 | 7030 | ALL | Replace ENTIRE SECTION with enclosed pages (EXCLUDING figures). Deleted sand bedding and modified brick/paver requirements to meet ADA. |
| 7 | 7021 | ALL | Replace ENTIRE SECTION with enclosed pages. Modified binder grades per new climate information. Voids in the mineral aggregate is no longer used as a mix design parameter. Clarified sample locations due to thin applications. |
| 8 | Figure 8010.102 | 1-4 | (Begins on the back of Figure 8010.101). Added option for placement of traffic signal pole foundation in rock, which created two additional sheets. |
| 8 | 8010, 2.01, C, 1 | 4 | Updated Iowa DOT reference. |
| 7 | 7020, 3.01, E | 6 | Added execution language for railroad crossing approaches. |
| 7 | 7020, 1.08, E | 3-4 | Added a bid item for railroad crossing approaches; renumbered items that followed. |
| 7 | 7011, 2.01, I | 3 | Revised incorrect reference. |
| 7 | Figure 7010.101 | ALL | Modified to identify an option for tie bar and to add tubular dowels. (Figure 7010.102, sheet 1 starts on the back of Figure 7010.101, sheet 8). |
| 7 | 7010, Table 7010.02 | 23 | Updated a reference and deleted the 6 inch requirement from the plastic concrete cylinders. |
| 7 | 7010, 3.02, H | 15-18 | Added execution language for railroad crossing approaches. |
| 7 | 7010, 2.01, L, 3 | 5 | Error correction. |
| 7 | 7010, 1.08, H and M | 1-3 | Added a bid item for railroad crossing approaches. |
| 7 | Table of Contents | ALL | Updated to reflect changes made in Division 7. |
| 6 | 6010, 2.10, D | 7 | Fixed incorrect numbering. |
| 5 | 5010, 2.05, B | 6-12 | Modified tracer wire requirements for trenchless installations (affected pages that followed). |
| 5 | Table of Contents | i-ii | Updated to reflect changes made in Division 5. |
| 4 | 4050, 2.05 | 5-6 | Minor formatting correction. |
| 4 | 4030 | ALL | Replace ENTIRE SECTION with enclosed pages (EXCLUDING figures). Added a reference to the apron footing figure. Clarified dewatering language. |
| 4 | 4020 | ALL | Replace ENTIRE SECTION with enclosed pages (EXCLUDING figures). Updated/added bid items, added pipe apron information, and added foamed cellular concrete. |
| 4 | 4020, 3.08, B | 13 | Added foamed cellular concrete. |
| 4 | 4010, 2.01, I, 1 | 7 | Updated ASTM reference. |
| 4 | 4010, 1.08 | 3-4 | Added “furnishing and placing backfill material” to H, 3. Split the sewer abandonment bid items (K and L). |
| 4 | Table of Contents | ALL | Updated to reflect changes made in Division 4. |
| 3 | 3020, 2.04, 2.05, and 3.04 | 3-6 | Added foamed cellular concrete as an option for special pipe embedment and encasement material, backfill for abandoned tunnels, annular space grouting, and sewer abandonment fill. |
| 3 | Figure 3010.103 | 1 | Removed column for ASTM F 2736; standard no longer exists. |
| 3 | Figure 3010.102 | 1-2 | (Begins on the back of Figure 3010.101). Minor revision. |
| 3 | 3010, 2.06 and 3.05 | 7-11 | Added foamed cellular concrete as an option for special pipe embedment and encasement material, backfill for abandoned tunnels, annular space grouting, and sewer abandonment fill. |
| 3 | 3010, 1.08, A, 6 | 2 | Clarified what work activities are encompassed by dewatering. |
| 2 | 2010, 1.08, E, 3, e | 3 | Deleted letter e since it is already covered in another bid item (L). |
| 1 | 1080, 1.01, A | 1 | Modified the limitation that the prime contractor had to be responsible for 50% of the contract. |
| 1 | Table of Contents | ii | Minor correction. |
Page last updated: December 4, 2018