17
Date:
02-01-2019
Division:
Division 03 - Concrete
Status:
Active
Page(s):
92
Criteria Change Request:
Federal Facility Criteria:
UFGS 03 30 00 Cast-In-Place Concrete
History: Below is a listing of the Revisions and Changes made to this UFGS.
| KEY | PREPARING ACTIVITY (PA) | A Army | N Navy | F Air Force | S NASA |
|---|---|---|---|---|---|
| ACTION | N New | R Revision | C Change | D Deletion |
| Release | PA | Date | Action | Change # | Nature of Change or Revision |
|---|---|---|---|---|---|
| Feb-2024 | N | Feb-2019 | C | 7 |
In response to the following CCRs: 14190, "LEED NC" removed from the References and submittal items with "LEED NC" reference replaced with an "S" submittal tag; 14340 and 14341, updated list items under Blended Cements paragraph (2.3.1.2) |
| Nov-2023 | N | Feb-2019 | C | 6 |
In response to the following CCRs: 13850, edited Specifier Notes in Silica Fume paragraph (2.3.1.5) to clarify the use of silica fume; 13683, added requirement for ACI 301 in Concrete Mix Design paragraph (1.6.1.2) |
| Aug-2023 | N | Feb-2019 | C | 5 |
In response to the following CCRs: 12710 - updated requirements in Testing Concrete Structure for Strength (1.14.3.9 - item d.); 12783 - updated Mixing (3.6.2) to align with current ASTM C94 and ACI 301; 12993 - updated table in Properties and Requirements (2.5.1, item i.) under column 'Miscellaneous Requirements,' row 'Lightweight concrete suspended slab' changed units to pounds per cubic foot; 13132 - updated submittal item to "Quality Control Program"; and 13205 - updated test intervals/requirements in paragraphs Slump Tests (3.14.3.1) and Compressive Strength Tests (3.14.3.3). |
| Aug-2022 | N | Feb-2019 | C | 4 |
In response to the following CCRs: 10852, deleted paragraph Maximum Allowable Construction Joint Spacing (3.11.1) and list items a. and b.; 11572, updated Concrete Mix Design paragraph (1.6.1.2); 11445, updated Table under Sulfate Resistance paragraph (2.5.2.4 list item a.); 11120, removed list item b. under Reinforcement paragraph (6.2) and added list item e. under Epoxy-Coated Reinforcing Bars paragraph (2.6.1.2); and 11115, added ASTM A1094/A1094M to the Reference Article and as an option in paragraph Galvanized Reinforcing Bars (2.6.1.1) list item a. |
| Nov-2021 | N | Feb-2019 | C | 3 |
In response to CCR 10400, updated paragraph 2.3.1.2 -Blended Cements, list item c. and 2.3.1.6-Other Supplementary Cementitious Materials. Also updated 3.6.2-Mixing, list item c. |
| May-2021 | N | Feb-2019 | C | 2 |
In response to the following: CCR 7515, updated ACI 302.1R table references in paragraph (3.10.2) "Flat Floor Finishes"; CCR 7801, revised Specifier Note and list item a. in subparagraph (2.3.1.1) "Portland Cement"; CCR 8263, changed center table heading to "12 months" in subparagraph (2.5.2.4) "Sulfate Resistance" list item c.; CCR 8321, updated list item b. in subparagraph (2.3.1.3) "Fly Ash" and revised subparagraph (2.3.1.4) "Slag Cement"; CCR 8333, updated bar Grades in paragraph (2.6.1) "Reinforcing Bars" list item b. and (2.6.1.2) "Epoxy-Coated Reinforcing Bars" list item a.; CCR 8571, deleted paragraph "Perimeter Insulation" (2.2.6); CCRs 8085 and 8572 added the option “IL portland limestone cement” to subparagraph (2.3.1.2) "Blended Cements" in the Specifier Note and list item a.; CCRs 9127 and 9142, updated list item b. in paragraph (3.5.2) "Vapor Retarder [and Vapor Barrier]", replaced "air temperature" with "concrete temperature" in paragraph (3.6.2) "Mixing" list items b. and c., also added manufacturer's recommended dosage in item d., updated article (3.7) “Placing Concrete” and paragraph (3.10.1) “Finish”, and added new subparagraphs (3.14.1.1) “Fine Aggregate” and (3.14.1.2) “Course Aggregate” under (3.14.1) “Aggregate Testing”. |
| Feb-2021 | N | Feb-2019 | C | 1 |
In response to CCR 6876, the mark for ASTM A615/A615M reinforcing bars was changed from "A" to "S" in paragraph (2.6.1) Reinforcing Bars, list item "b". |
| Feb-2019 | N | Feb-2019 | R |
Specification refresh. This section supersedes the following ARMY sections: 03 11 13.00 10 Structural Cast-In-Place Concrete Forming, 03 11 19.00 10 Insulating Concrete Forming, 03 15 00.00 10 Concrete Accessories, 03 20 00.00 10 Concrete Reinforcing, 03 30 00.00 10 Cast-In-Place Concrete, 03 31 01.00 10 Cast-In-Place Structural Concrete for Civil Works, 03 35 00.00 10 Concrete Finishing, 03 39 00.00 10 Concrete Curing |
|
| Nov-2018 | N | May-2014 | C | 4 |
Added note to use UFGS 03 31 29 or UFGS 03 31 30 in ESC C4 and C5 locations or where deicing salts. |
| Aug-2018 | N | May-2014 | C | 3 |
Sustainability updates required to coordinate with the Federal Codes and DoD policies and procedures. |
| Aug-2017 | N | May-2014 | C | 2 |
Changed Material Safety Data Sheets (MSDS) to Safety Data Sheets (SDS). |
| Feb-2015 | N | May-2014 | C | 1 |
Completion of Criteria Change Request. |
| May-2014 | N | May-2014 | R |
Major revision to comply with IBC 2012 |
|
| Nov-2011 | N | Nov-2011 | R |
Modified note in subpart 2.4.10.1; modified subparts 2.3.4.1, 2.4.6, 2.4.10.1, 2.6.2, 3.3.9, 3.8.3, 3.8.6, 3.8.9; removed note and modified subpart 3.7.2 |
|
| Nov-2010 | N | Nov-2010 | R |
Minor revisions in subparts 1.5, 2.4.6, 3.2.2, 3.2.3, 3.6.2 |
|
| May-2010 | N | May-2010 | R |
Revised para 2.4.8, 2.5.5, 2.8.3; other minor revisions throughout |
|
| Jan-2008 | N | Jan-2008 | N |
Superseding UFGS 03 30 00.00 20 Cast-in-Place Concrete and UFGS 03 30 00.00 40 Cast-in-Place Concrete |
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