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3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9
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h. The most common types of pavemen
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Fidh'X TECHSiC.AL .AL1L~!SC!?'r' T
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F!-ih'.A TECHN1C.U XDI'IS3RY T 5010
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TABLE 3. MAXIMUM RECOMMENDED TIEBAR
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?%‘.4 TECHWIC.4L ADVISORY T 3040.
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. C ‘i!\‘*A . . T’ECHSIC4L .U
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CH!\‘.?l TECZSIC'.AL ADVISORY T 5
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TIEBAR PULL-OUT TESTS Proper consol
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'1iK.A TECHNICAL XDVISCIRY T 5040.3
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TECHNICAL PAPER 89-03 -- Benefits o
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critical, as the restraint forces d
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- Page 30 and 31: maximum expansion. This will allow
- Page 32 and 33: When sealing a width of two lanes o
- Page 34 and 35: BXAHPLB B: The State elects to chan
- Page 36 and 37: References 1. l'Design and Control
- Page 38 and 39: Based on Kansas Standard Plan 707.2
- Page 41 and 42: SlJbJect- Dowel Bar Inserters Date
- Page 43 and 44: Dowel Bar Placement: pechanical Ins
- Page 45 and 46: TABLE OF CONTENTS Abstract . . . .
- Page 47 and 48: In July of 1988 this need for addit
- Page 49 and 50: _i -. Corinu Procedure: A metal det
- Page 51 and 52: PLACEMENT TOLERANCE SPECIFICATIONS
- Page 53 and 54: placing dowels in a satisfactory cl
- Page 55 and 56: ar inserter. On the first inserter
- Page 57 and 58: extensive searches if a problem is
- Page 59 and 60: SUMMARY AND CONCLUSIONS (continued)
- Page 61 and 62: TABLE 1. DESCRIPIIOR OF PROJECYS IW
- Page 63 and 64: TABLE 3. RANDOM SAMPLING SEQUENCE F
- Page 65 and 66: .FICURE 1. COWEURAT?ON AND NuMBml;
- Page 67: : __ APPENDIX A. DETAILED DATA FOR
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- Page 83: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. REFE
- Page 86 and 87: CASE STUDY - CONTINUOUSLY REINFORCE
- Page 88 and 89: serve as a leveling course, to corr
- Page 90 and 91: v. Details of Field Review It was n
- Page 92 and 93: practice, chloride contents above 1
- Page 94 and 95: pavement is constructed, we also re
- Page 96 and 97: Sing1 e Lane Longitudfnal Bat CRCP
- Page 99 and 100: LATERAL LOAD DISTRIBCTION AND THE L
- Page 101 and 102: PURPOSE This paper summarizes data
- Page 103 and 104: .A thxd study was ?e?ormed 5~ :he S
- Page 105 and 106: __. Table 2. Encroachments on outsi
- Page 107 and 108: The results presented by Ezery :\*e
- Page 109 and 110: from the siab edge. The number of t
- Page 111 and 112: -1 5 13 19 25 31 37 43 49 55 51 6i
- Page 113 and 114: .A ::cleoier:Cai ?'.'3iU2::0:: Oi 5
- Page 116 and 117: .M~&$iU~eTle~t!S and eStZbliSkfXl t
- Page 118 and 119: Photos 5 k 6 - Two examples of wide
- Page 120 and 121: 0 ,A KC pavement that is widened 18
- Page 122 and 123: 13. Gordon K. Ray, ‘Concrete Shou
- Page 125 and 126: I-60 Lmqitudinal CrackFnq - l988 in
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ill operatfms were cm@etM by July 1
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US. Deparmenr ol Transpoftarxx Fede
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FHWA TECHNICAL ADVISORY T 5080.17 J
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FHWA TECHNICAL ADVISORY T 5080.17 J
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FHWA TECHKICAL ADVISORY T 5080.17 J
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FHWA TECHNICAL ADVISORY T 5080.17 J
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L 2 R'RWA TECEXICAL ADVISORY T 5080
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FHWA TECHNICAL ADVISORY T 5080.17 J
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FHWA TECHNICAL ADVISORY T 5080.17 J
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FFIWA TECHNICAL ADVISORY T 5080.17
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FHwA TECHNICAL ADVISORY T 5080.17 J
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7i%iA TZCHKICAL ADVISCRY T 5C80.17
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FHWA TECHNICAL ADVISORY T 5080.17 J
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1. Platerials FHWA TECHNICAL ADVISO
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3. Mixins B. Batchers (1) (2) (3) (
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1. 2. 3. 4. 5. FHWA TECHNICAL ADVIS
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8. TEMPERATURE CONTROL FHWA TECHNIC
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1. SUBBASE TRIYMING FHWA TECHNICAL
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12. 13. 14. TRUCK REGUIREMENTS FHWA
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16. THICKNESS TEST FHWA TECHNICAL A
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25. 26. (cl (d) FHWA TECHNICAL ADVI
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IO IS 20 25 x> Air temp., OC To use
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FHWA TECHNIC= ADVISORY T 5080.17 ju
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FHWA TECHNICti ADVISORY T 5080.17 J
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RSQUIREMENTS 1’. General Retireme
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FHWA TECHNICAL ADVISORY T 5080.17 J
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48Cl Sum&y of State Highway Practic
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Quotatims (con’t~ (30); &lignment
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We recognize that some States have