Table Of ContentUFC 3-270-04
15 March 2001
UNIFIED FACILITIES CRITERIA (UFC)
CONCRETE REPAIR
APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED
UFC 3-270-04
15 March 2001
UNIFIED FACILITIES CRITERIA (UFC)
CONCRETE REPAIR
Any copyrighted material included in this UFC is identified at its point of use.
Use of the copyrighted material apart from this UFC must have the permission of the
copyright holder.
U.S. ARMY CORPS OF ENGINEERS (Preparing Activity)
NAVAL FACILITIES ENGINEERING COMMAND
AIR FORCE CIVIL ENGINEER SUPPORT AGENCY
Record of Changes (changes are indicated by \1\ ... /1/)
Change No. Date Location
1 16 May 2006 Revised Foreword
The format of this document does not conform to UFC 1-300-1; however, it will be reformatted at
the next major revision.
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UFC 3-270-04
15 March 2001
FOREWORD
\1\
The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides
planning, design, construction, sustainment, restoration, and modernization criteria, and applies
to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance
with USD(AT&L) Memorandum dated 29 May 2002. UFC will be used for all DoD projects and
work for other customers where appropriate. All construction outside of the United States is
also governed by Status of forces Agreements (SOFA), Host Nation Funded Construction
Agreements (HNFA), and in some instances, Bilateral Infrastructure Agreements (BIA.)
Therefore, the acquisition team must ensure compliance with the more stringent of the UFC, the
SOFA, the HNFA, and the BIA, as applicable.
UFC are living documents and will be periodically reviewed, updated, and made available to
users as part of the Services’ responsibility for providing technical criteria for military
construction. Headquarters, U.S. Army Corps of Engineers (HQUSACE), Naval Facilities
Engineering Command (NAVFAC), and Air Force Civil Engineer Support Agency (AFCESA) are
responsible for administration of the UFC system. Defense agencies should contact the
preparing service for document interpretation and improvements. Technical content of UFC is
the responsibility of the cognizant DoD working group. Recommended changes with supporting
rationale should be sent to the respective service proponent office by the following electronic
form: Criteria Change Request (CCR). The form is also accessible from the Internet sites listed
below.
UFC are effective upon issuance and are distributed only in electronic media from the following
source:
• Whole Building Design Guide web site http://dod.wbdg.org/.
Hard copies of UFC printed from electronic media should be checked against the current
electronic version prior to use to ensure that they are current. /1/
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UFC 3-270-04
15 March 2001
AUTHORIZED BY:
______________________________________ ______________________________________
DONALD L. BASHAM, P.E. DR. JAMES W WRIGHT, P.E.
Chief, Engineering and Construction Chief Engineer
U.S. Army Corps of Engineers Naval Facilities Engineering Command
______________________________________ ______________________________________
KATHLEEN I. FERGUSON, P.E. Dr. GET W. MOY, P.E.
The Deputy Civil Engineer Director, Installations Requirements and
DCS/Installations & Logistics Management
Department of the Air Force Office of the Deputy Under Secretary of Defense
(Installations and Environment)
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Contents
Chapter 1 Introduction
1..1 peocS ........................ 1
2..1 veitcejbO ..................... 1
3..1 escnerefeR ................... 1
Chapter 2 Selection of Repair Materials
1..2 onitpircseD .................... 7
Chapter 3 Concrete Pavement
1..3 onitisopm od CnnaoitpircseD ...... 9
2..3 orivaheB dna seitreporP ......... 9
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Chapter 4 Full-Depth Repair of Pavements
1..4 seopruP ..................... 11
2..4 irap ehRtpeD-ll urF odfeeN ...... 11
3..4 esirdnuoB riapeR ro noitceleS .... 12
4..4 esirdnuoB riapeR fo gniwaS ..... 13
5..4 teercnoC gnitsixE fo lavomeR .... 13
6..4 onitaraperP esaB dna edargbuS .. 15
7..4 ntemeca lrPabe id TnlaewoD ..... 15
8..4 ntemecrofnieR gnicalpeR ....... 16
9..4 tsn inooJisnapxE .............. 17
0.1.4 aliretaM relliF ................. 18
1.1.4 lsewoD ...................... 18
2.1.4 ntemecalP etercnoC ........... 18
3.1.4 ngirutxeT dna gnihsiniF etercnoC . 19
4.1.4 ngiruC ...................... 19
5.1.4 ngilaeS tnioJ ................. 20
Chapter 5 Partial-Depth Repair of Pavements
1..5 seopruP ..................... 33
2..5 irap ehRtpeD-laitr ar PodfeeN .... 33
3..5 esirdnuoB riapeR fo noitceleS .... 33
4..5 teercnoC gnitsixE fo lavomeR .... 34
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5..5 nginaelC ..................... 35
6..5 onitaraperP tnioJ .............. 35
7..5 lsaire thacMtaP ............... 36
8..5 lsairetaM hctaP fo tnemecalP .... 37
9..5 ngihsiniF .................... 37
0.1.5 tsuon utRuc-waS .............. 37
1.1.5 ceafretnI balS/hctaP gnilaeS ..... 38
2.1.5 ngiruC ...................... 38
3.1.5 ngilaeseR tnioJ ............... 38
Chapter 6 Slabjacking
1..6 seopruP ..................... 45
2..6 ngikcajba lr SodfeeN ........... 45
3..6 esl onHoitcej nfnIooitacoL ....... 45
4..6 esloH gnillirD ................. 46
5..6 esrutxiM tuorG ................ 46
6..6 ngipmuP tuorG ................ 47
7..6 ngikcaJ gniruD lortnoC noitavelE .. 48
8..6 upnaelC dna gniggulP .......... 48
Chapter 7 Subsealing Jointed Concrete Pavements
1..7 ngilaesbuS fo esopruP .......... 51
2..7 onitceteD dioV ................ 51
3..7 ngilaesb ur SodfeeN ........... 52
4..7 nsret tealPoH ................. 52
5..7 esloH gnillirD ................. 53
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6..7 esrutxiM tuorG ................ 53
7..7 onitcejnI tuorG ................ 54
8..7 rsenroC balS gnitseteR ......... 55
9..7 upnaelC dna gniggulP .......... 55
Chapter 8 Asphalt Undersealing
1..8 odhteM ...................... 57
2..8 reudecorP ................... 57
Chapter 9 Diamond Grinding
1..9 ngidnirG fo esopruP ............ 59
2..9 ngidni rr GodfeeN ............. 59
3..9 sseco rgPnidnirG .............. 59
4..9 onitceS tseT .................. 59
5..9 reudec ogrnPidnirG ............ 60 cenatsiD gnirehtaeF .1.9 elbaT ........... 61
6..9 ngits eeTcnatpeccA ............ 62
Chapter 10 Load-Transfer Restoration
1..01 seopruP ..................... 65
2..01 r efsnarT-d a rodoLefeN
onitarotseR ................. 65
3..01 esicneicifeD fo noitcerroC ....... 65
4..01 erfsnarT-daoL fo sdohteM
onitarotseR ................. 66 tsnemeriuq eeRz ilSe w. o1D. 0e1lbaT ..... 67
5..01 aliretaM gnihctaP .............. 69
6..01 ngicalP ...................... 69
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Chapter 11 Polymer Concrete
1..11 onitpircseD ................... 73
2..11 onitarap eercPafruS ............ 74
3..11 g nihct aePtercn orCemyloP
lsairetaM ................... 74
4..11 ntemecalP ................... 75
5..11 tyefaS ....................... 76
Chapter 12 Pavement-Edge Drain
1..21 seopruP ..................... 77
2..21 gedE-tnemev arP odfeeN
geaniarD ................... 77
3..21 msetsyS eganiarD ............. 77
4..21 nsoitcn unFia reDcafrusbuS ..... 77
5..21 lsairet anMia reDcafrusbuS ...... 78
6..21 onitallat snniI aercDafrusbuS ..... 83
7..21 nsia rhDcnerF ................ 84
Chapter 13 Heat-Resistant Concrete
1..31 onitpircseD ................... 89
2..31 reutarepmeT dna emiT erusopxE . 90 tyilibarise Detagergg A.1.3 1elbaT ........ 91
3..31 escnamrofreP etagerggA ........ 91
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Acknowledgment
nda hcraeseR reenignE ymrA .S.U ,yeldarB .E drahciR .rM yb deraperp saw koobdnah sihT
by deraperp noisrev a fo etadpu na si ti dna ,SM ,grubskciV ,)CDRE( retneC tnempoleveD
t cejorp siht rof gnidnuF .noitatS tnemirepxE syawretaW reenignE ymrA .S.U ,.rJ ,ekruB .E .W .rM
ir Alladny T,)CSEC/ASECFA (ycneg Atroppu Sreenign Elivi Cecro Fri A.S. Ueh ty bdedivor psaw
h.timS drahciR .rM saw CSEC/ASECFA ta rotinoM .adirolF ,esaB ecroF
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