| contributor author | Michael V. Phillips | |
| contributor author | George E. Ramey | |
| contributor author | David W. Pittman | |
| date accessioned | 2017-05-08T21:24:39Z | |
| date available | 2017-05-08T21:24:39Z | |
| date copyright | November 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%291084-0702%281997%292%3A4%28176%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50380 | |
| description abstract | Because drying shrinkage cracking is a major source of bridge deck cracking, and because shrinkage compensating concrete (SCC) is known to substantially reduce shrinkage cracking, the use of SCC should be closely examined in an effort to increase the durability and service life of bridge decks. One of the concerns regarding the use of SCC is its more demanding construction requirements for placement time and for curing. This paper addresses relevant material and construction issues that have resulted in the successful use of SCC for bridge decks. The Ohio Turnpike Commission (OTC) has used SCC exclusively for its new and replacement bridge decks for the past 12 years, and they have been very satisfied with its performance to date. The OTC's evaluation of SCC is that it greatly mitigates shrinkage cracking. The OTC's requirements for SCC at the concrete plant, in-transit, and at the job site are included in this paper. The OTC's construction procedures are presented in the form of a chronological sequence of photographs illustrating the construction activities on a new SCC deck placement in 1994. | |
| publisher | American Society of Civil Engineers | |
| title | Bridge Deck Construction Using Type K Cement | |
| type | Journal Paper | |
| journal volume | 2 | |
| journal issue | 4 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(1997)2:4(176) | |
| tree | Journal of Bridge Engineering:;1997:;Volume ( 002 ):;issue: 004 | |
| contenttype | Fulltext | |